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Parish church, Brno - Líšeň
Jurák, Vítězslav ; Klvaňa, Jiří (referee) ; Eliáš, Luboš (advisor)
This diploma thesis, called „Parish church, Brno-Líšeň“, is compiled as documentation for building construction. There is one complex building situated in slope. Therefore it consists of one partly underground floor and first floor. It is divided into three sections. Central part is designed as round-shaped body of the church with tower in the southern part of the church. Shed roof has an angle of 7° for body and an angle of 13° for tower. From the western side there is an administrative area connected to the church and from eastern side there is a community area which is supposed to be used as residential premises. Roof of both these parts is constructed as flat vegetative roof. Structural design is systemic, Velox. Foundation construction combines concrete and ferro-concrete belts and footing.
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Viniculture in Havraníky
Krátká, Kristýna ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
The diploma thesis aims to elaborate on the project documentation of the buildings SO 01 - hotel and SO 02 - a winery within the complex of Viniculture Havraníky, a former agricultural area. SO 01 is a two-storey building with a partial basement. There is accommodation for 50 guests, a restaurant and a wine bar. SO 02 is a single-storey building with a basement. It consists of all operations for the production of a medium-sized winery. The structural system of both buildings is designed as a cast-in-place concrete frame. Fasade is insulated with an external thermal insulation system (ETICS). The roofing of the SO 01 building is solved by a flat green roof, whereas the roofing of the SO 02 building s solved by a saddle roof with girders.
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Detached House Tichých
Tichá, Kateřina ; Lampa, Martin (referee) ; Smolka, Radim (advisor)
The subject of the bachelor thesis is a design documentation for detached house with a workshop. The object is situated in the South- Moravian region, in the city of Prštice. Detached house is designed as 6+kk and planned as a three-story building, with two above-ground floors and a basement. The workshop, which serves as a design office, is in the basement, with its own entrance from the west side of the plot. Besides of the design office, there is also toilet, and a bathroom in the workshop. Design office and family house are connected by a staircase. Main entrance of the family house is on the north side of the house. There is entrance for pedestrians and drive way to the garage as well. Entrance for pedestrians leads to wind lobby, from where is an entrance to the main hall and to the garage. There is staircase nearby main hall, which connects all floors. On the first floor there is a common part of the house with living room, kitchen and dining room. On the second floor there is a resting part of the house, with bedrooms for all family members and with a study. Vertical load-bearing structures are made from clay blocks. Horizontal load-bearing structures are composed from clay inserts and there is a mono pitched roof split into two parts. Above the garage, there is a walkable flat roof.
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The EPS factory, Unicov - carcassing construction
Ježowiczová, Barbora ; Kotek, Lukáš (referee) ; Biely, Boris (advisor)
Subject of this work is pursuance technology of reinforced concrete skeleton of production hall, especialy carcass/rough construction. This bachelor's thesis contains construction and technology report, technological prescription, technology report of plant building site, technology report of transportation, concept of mechanical assembly, inspection and test plan, technology report of health and safety on the construction site. Budget, calculation and time planning, a drawing of the facilities of the construction site, description of transport relations is included in addendum.
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Roof beam in the industry hall
Šnobltová, Simona ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis deals with the assessment of the existing roof girder in the industrial hall and subsequent outline of strengthening this construction. The girder is located in an industrial hall in Lanškroun and its original design is dated from 1998. Nowadays, cracks appear on the girder, therefore it is necessary to reassess it according to the current valid standards ČSN EN. The girder is appraised for the ultimate limit state, thus for bending and shear, and also for the serviceability limit state, thus for the pressure limit, width of cracks and transformation. Due to the fact, that not all assessments pass, hence a suitable structure strengthening with a MonoStrand prestressing strands is designed and the construction is reassessed again. For the control of a manual calculations of the internal forces on girder, was created a structural model in a program called Scia Engineer.
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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Multifunctional building
Prokop, Stanislav ; Myslín,, Jiří (referee) ; Maceková, Věra (advisor)
The diploma thesis deals with the design and elaboration of the project documentation of a polyfunctional house with a café in Kyjov. The new building is located in the northern part of the city. It is a 4 floor object, partlial basement building with a saddle roof. The house is based on plain concrete slabs. The supporting peripheral and internal masonry is designed from POROTHERM brick blocks. In the cafeteria, an open layout is proposed using beams and columns. Ceiling structures are designed from the POROTHERM MIAKO system. The roof structure is designed with a truss with sheet metal cover. The perimeter walls in the 1PP are designed from blocks of loose formwork filled with concrete, which are insulated with extruded polystyrene. The building is functionally divided into 2 parts, each with its own entrance. The café is equipped with a vestibule, its own café, toilet for women and men with cabins for handicapped visitors and a background with a storeroom, dressing room and WC with a hall. The residential part consists of 4 garages and 6 apartments, 2 of which are adapted for the handicapped. The object is designed with natural ventilation. The object is barrier-free. In front of the building is proposed a parking space for 9 seats, 2 of which are designed for handicapped and 2 for apartment owners.
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Residential building
Smažilová, Marie ; Machová, Petra (referee) ; Benešová, Romana (advisor)
Bachelor's thesis solved design of Residential building in Pikárec.The building has three floors and none basement. House’s situated in gentle slope. The entery is located from local road. Design of building includes parking places for residents. There are seven flats in the building. One flat is maisonette. Every flat has own balcony and in the highest floor is tercce.The roofing is solved by roof girder and roof truss member. The mansonry system of HELUZ company is apllied in this project. Floor structure is designet as prefabricated rib-and-filler floor HELUZ MIAKO.
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Viniculture in Havraníky
Krátká, Kristýna ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
The diploma thesis aims to elaborate on the project documentation of the buildings SO 01 - hotel and SO 02 - a winery within the complex of Viniculture Havraníky, a former agricultural area. SO 01 is a two-storey building with a partial basement. There is accommodation for 50 guests, a restaurant and a wine bar. SO 02 is a single-storey building with a basement. It consists of all operations for the production of a medium-sized winery. The structural system of both buildings is designed as a cast-in-place concrete frame. Fasade is insulated with an external thermal insulation system (ETICS). The roofing of the SO 01 building is solved by a flat green roof, whereas the roofing of the SO 02 building s solved by a saddle roof with girders.
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Roof beam in the industry hall
Šnobltová, Simona ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis deals with the assessment of the existing roof girder in the industrial hall and subsequent outline of strengthening this construction. The girder is located in an industrial hall in Lanškroun and its original design is dated from 1998. Nowadays, cracks appear on the girder, therefore it is necessary to reassess it according to the current valid standards ČSN EN. The girder is appraised for the ultimate limit state, thus for bending and shear, and also for the serviceability limit state, thus for the pressure limit, width of cracks and transformation. Due to the fact, that not all assessments pass, hence a suitable structure strengthening with a MonoStrand prestressing strands is designed and the construction is reassessed again. For the control of a manual calculations of the internal forces on girder, was created a structural model in a program called Scia Engineer.
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