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1
Václavík, Marek. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225788.
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This thesis covers brand new detached showroom with one basement and two floors. The building is divided into 2 parts, the major part of the first floor sample room (showroom) for a maximum of 13 vehicles, offices and staff facilities salon. On the second floor is located the finance department and exemplary service area. In the basement of this building are public parking garage for 16 vehicles and car accessories stores. The second part of the new building is just overhead. It consists of a private car service for 5 vehicles, stock tires, utility room, car wash and storage of spare parts for cars. Flat roof supporting structure is made of pre-stressed girders reinforced with cross reinforced concrete slab with insulation. Cladding are ventilated insulated facade, supporting part is reinforced. The showroom form the majority of the building envelope glass facade. Finish of floors in office and showroom premises are ceramic tiles. In the Service and garages cast floor resistant to petroleum substances.
2
Machala, Tibor. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410047.
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This thesis presents a design of a new building — hotel, containing thirty accommodation units, space for employees, restaurant and vine bar meant for both customers of the hotel, and public. Hotel is situated in a cadastral area Brod nad Dyjí. Building consists of basement and five floors with proposed accommodation capacity of sixty people. The basement perimeter walls are designed from reinforced concrete with the width of 300 and 400 mm. The walls are insulated by XPS polystyrene which is 220 mm wide. Perimeter walls of the above-ground floors are proposed as a combination of reinforced concrete and reinforced skeleton concrete supplemented by masonry wall of therm type. All these constructions are insulated by 220 mm wide glass wool facade insulation. The building envelope is a light ventilated facade. All horizontal constructions are projected as reinforced concrete slabs with the width of 250 mm. The roof of the building consists of three flat parts. The lowest part of the roof is designed as a vegetation roof with extensive layer. The roof of the hotel is proposed as walkable with wear layer made of concrete pavement of dimension 400 x 400 mm. Construction of the roof above the fifth floor is designed as one layer flat roof on concrete slab with the width of 250 mm. Inside the object are three reinforced concrete staircases (main staircase, emergency staircase and staircase for staff). The main entrance to the object is situated on the south side of the property, while the staff entrances are located on the east and north-east part. Parking for the object customers is placed in front of the main entrance, parking for staff is situated on the north side. This thesis is processed in the form of project documentation for construction realisation.
3
Švadleňáková, Radka. "Mateřská školka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227646.
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This thesis solves the design documentation for implementation of kindergarten. The building site is situated in the urban area of village Vlčnov. The building site is sloping. The slope is oriented to the southeast. Kindergarten is designed as detached brick building with two floors and without basement. On each floor there are two departments for children. The total projected number of children is 60. Kindergarten is accessed from the local road. Each floor has its own entrance from southeast and northwest. The first floor is partially roofed by flat roof – terrace and green roof. Second floor is roofed by gabled roof, consisting of wooden lattice trusses. The building includes a garden for movement and play of children.
4
Šimková, Lucie. "Knihovna v Hluku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227626.
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This Diploma Thesis addresses the new building of the municipal library. Building has two floors and one basement. Operation of library is divided into public and private part. In the basement there are technical facilities, storage space and archive of books. In the first floor is space for the readers and coffee bar. In the second floor is study room, conference room and offices to ensure the operation of the library. All floors are equipped with sanitary facilities and room for staff. The building is covered with flat ply roof.
5
Václ, Jan. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226186.
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The thesis deals with new building of the basement multifunctional building with flat roof in town Klatovy. The building has four aboveground and one underground floor. The whole building offers barrier free access. The entrance to the residental part of the building and the stores are on the east side. The entrance to the wine is situated on the west. There are collective garages on the first basement floor. On the first abovegroung floor are selling space, a wine and technical facilities of the building. On the second floor one flat for disabled people and five flats. Six flats are situated od third floor and four flats on fourth floor. The combined construction is made from support system Porotherm and reinforced concrete. The building is based on grillage base from reinforced concrete. The structure of ceiling is made from reinforced concrete. Two elevators and two reinforced concrete monollithic staircases can be found in the building. The roof over the whole building is single-layer with aggravating gravel. The parking is situated in the undergroung part and on the plot belonging to the building and is designed for physiccally disabled people.
6
Hůlková, Lucie. "Polyfunkční dům v Liberci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225799.
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The subject of my master´s thesis, called „ multifunctional house in Liberec” is to design and elaborate project documentation of the multifunctional house in Liberec. Design of the building respect Land Use Plan of the town on side, and existing build-up area on the street on the other side. Building has one underground floor and three above ground stories. The Ground Floor is partly roofed by flat roof. The third floor has terrace and it´s roofed by saddleback roof.
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Večeřa, František. "Pětipodlažní železobetonová nosná konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265517.
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Diploma thesis deals with the design of a carrier structure of an administrative building. It is a new building, which is located in the city of Brno. The building is solved as a reinforced concrete skeleton with stiffening core. There ares five overground floors. Thesis is focused on the design and the static assessment of selected parts of the building. It includes a drawing documentation.
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Luža, Radim. "Železobetonová monolitická vícepatrová skeletová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409799.
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The subject of this diploma thesis is a static solution of selected load-bearing structures of a polyfunctional building. The structures are designed according with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for building construction
9
Žajdlík, Pavel. "Městská knihovna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226530.
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This thesis addresses the new building of the municipal library on 3 floors. Operation of library is divided into public and private part. On the first floor there are dressing rooms, technical facilities, training rooms and spaces for commercial uses, such as a cafe and stationery. Storage spaces of library are using all floors and they are located in a separate wing. The main interest of readers is placed into the second and third floor, there are also offices to ensure the operation of the library. All floors are equipped with sanitary facilities for each building operation. The building is covered with flat roof.
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Kolibač, Radek. "Obytný dům ERASMUS, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226927.
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The objective of this thesis was to design and check typical elements of the 5th storey of monolithic reinforced concrete structure of residential building. Horizontal load-bearing structure consists of a continuous slab of six fields with reinforcing ribs, which are located under the building envelope, bidirectional slab simply supported, further staircase beam and lintels in the corridors and loggias. Vertical structures consist of walls and columns.
11
Janča, Tomáš. "Porovnání návrhových postupů podle ACI 318 a EN 1992." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372273.
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This diploma thesis deals with the comparison of design method of concrete constructions according to currently valid European standard EN 1992 and American standards ACI 318. For comparison was selected parts of the office building. In this work was assessed locally supported slab, columns and staircase.
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Velecký, Tomáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409783.
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This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.
13
Hrůza, Jan. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226374.
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The apartment building is located in Brno, Vojtova street. It´s a building with four overground floors and one underground floor, which is mainly used as collective garage. As a structural system is used reinforced concrete skeleton. The building has a single-layer flat roof.
14
Mazura, Marek. "Železobetonová konstrukce parkovacího domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392027.
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The diploma thesis deals with design of structural system of selected parts of load-bearing structure of car park – common floor slab, selected columns, staircase. The Finite Element Method software is used to analyse the load-bearing structure, the results are verified by simlyfied hand-done calculation. The design of structures is done according to valid standards.
15
Bárta, Pavel. "Provozní budova na vodním díle." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227154.
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The object of this work is operational building of artificial lake, which is located in the cadastral area Loučky u Zátoru. The building is designed to provide the operation and safety of newly proposed water project. The building is detached, three floors and a partial basement, ground shape of a cross. The structural system is a brick, designed by the brick blocks HELUZ, based upon the strip foundation of plain concrete. Floors and stairs are made of reinforced concrete, gabled roof is covered up with concrete roofing BRAMAC.
16
Macourková, Klára. "Nosná ŽB konstrukce objektu hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226723.
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The thesis deals with the static solution of monolitic reinforced concrete concstruction of hotel building. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns, foundations and staircase. Assesment of these structures by the first ultimate state – carrying capacity.
17
Schusterová, Soňa. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372201.
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This thesis deals with the elaboration of construction project documentation of newly built car showroom with authorized service station and financial centre located in the city of Kroměříž. The building was designed as self-standing with one underground and two above ground floors and is conceptually divided into three tracts – car showroom itself, technical facilities and authorized service station. There are underground garages, storage of new cars and technical rooms situated in the basement. Showroom, sanitary facilities and operational premises, separate client services such as reception, new car selling desk, service station desk, spare parts selling desk or reception technician desk are situated on the ground floor. Also there are storage of spare parts, car wash with utility room and facilities for employees of service station. Service station itself and storage of tires are adjacent to these areas. First floor is only partial and includes financial department, offices and directorate. Construction system of this building is designed as reinforced concrete skeleton with cross-reinforced boards. The skeleton is partially blocked by porous concrete blocks 300 mm thick with thermal insulation of mineral wool 200 mm thick (main part) and 160 mm thick (service station, storage). The facade is ventilated and glazed facade system is used.
18
Leitner, Ivan. "Nosné prvky železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372245.
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The diploma thesis is focused on the design and assessment of the reinforced concrete structure of the administrative building in terms of the ultimate limit state and serviceability limit state. A 3D model of construction in Scia Engineer 17 was created for calculation of internal forces. The thesis contains static calculation and technical drawings of ceiling slab above first floor, staircase and a column. All structures are designed according to EN 1992-1-1.
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Martínek, David. "Nosná konstrukce polyfunkčního domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372151.
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Master´s thesis is based on analysis and design of a load-bearing structure of multifunctional house. The main load-bearing elements in the vertical direction are the monolithic reinforced walls and the main load-bearing elements in the horizontal direction are monolithic reinforced concrete plates. The connection of individual floors is made of monolithic reinforced concrete staircases. The foundation of the building is realized through a system of strips foundation. Design drawings are made to selected elements of the structure.
20
Hejl, Zbyněk. "Objekt pro bydlení – nosná železobetonová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409791.
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Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
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Vaňková, Jana. "Knižnica." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227245.
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Diploma thesis addresses the implementation and design of the new library object. The proposed building will serve as public city library with the possession of 102 200 book units. The building will offer department for adults as well as kids section, technical literature, an audiovisual collection, computer rooms and study rooms, reading rooms. There are also plenty of chill zones. In the building are additional services as coffee shop, gallery and lecture hall for different kinds of events and purposes. Library has three floors and one basement solved as an underground parking lot. The building is roofed by warm flat roof. The structural system is reinforced concrete skeletal system with glass facade system, the external wall in some places as sanitary facilities, secondary staircase and coffee shop is walled with bricks with an external thermal insulation composite system. The ground plan of the library is square with dimensions 35, 45 x 35, 45 meters. The building is located in the city centre of Písek, surrounding terrain is slightly sloping. The solved area contains newly designed asphalt road, which leads to the underground parking lot.
22
Nečas, Daniel. "Nosná konstrukce bytového domu Palackého třída 24, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225911.
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Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Kudličková, Jitka. "Nosná konstrukce horského hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265675.
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Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.
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Kupková, Silvie. "Domov pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226608.
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The thesis dealt with newly built detached house for seniors. The building is designed in the village Drnovice, Blansko district. House for seniors has one basement and three floors. In the basement are designed therapeutic ingredients such as physiotherapy, massage, gym and the appropriate sanitary facilities. Further there are technical facilities, sanitary facilities and lockers for employees. The first floor is designed to entry, reception, library, lounge, dining room and other spaces. Second and third floor is designed for living. Dimensions of the maximum contour of the house are 55,14 x30,34 m. Foundations are of strip footings of plain concrete C16/20. The thickness of the base concrete slab is 150mm and is reinforcer with KARI networks 100/100/6. The building is made of Heluz system, perimeter basement walls is made of the BTB fittings. The staircase is a reinforced concrete slab. The roof of the house is flat, single.
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Kozumplík, Lukáš. "Železobetonová monolitická konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240145.
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The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
26
Hirt, Lukáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227214.
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I deal with new building of multi-functional building. The building will be located in the town Brno-Horni Herspice, Sokolova street, parcel number 707/1, Brno district. Multi-functional building has four floors. Maximum dimensions the outline of the building are 20.56X21.06m. Height of the parapet wall is 12.815m above 0. The building is build on foundation strips of plain concrete 20/25. Concrete slab is reinforce with kari net 150x150x6. The building is designed from the masonry system Sendwix. The precast staircase is made of reinforced concrete. Ceilings are designed of the floor slabs Spiroll. Roof above cafe and flats is flat with coating covering.
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Duben, Tomáš. "Rehabilitační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409986.
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The main target of the thesis is design of a new building of the rehabilitation center in Havlíčkův Brod. The rehabilitation center consists of three part. The main (middle) part has two above-ground floors and a basement with flat roof and the other two parts have only ground floor with green flat roof. The main middle part contains reception, café, laundry room storage, utility room, manager‘s office and outpatients doctor‘s office. In the left part there are hydrotherapy, ergotherapy, magnetotherapy and electrotherapy. In the right part there are fitness center and physiotherapy rooms. Vertical load-bearing structures are Made of Porotherm ceramic blocks (above-ground floors) and the Hollow concrete blocks filled with C20/25 and reinforcement B500B (basement). Horizontal load-bearing structures are made of the prestressed Spiroll ceiling panels. The building site contains also outdoor car park and garden with pond. The project and visualization were carried out in the ArchiCad and Lumion programme. All structures comply with the valid standards and regulations.
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Svobodová, Barbora. "Statické řešení bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240142.
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The master's thesis deals with static analysis of selected reinforced concrete elements of an apartment building. Specifically solved are the reinforced concrete slab of above-ground floor, point-supported slab of underground garage, the most exposed column, staircase, load-bearing wall of shear core, external load-bearing wall and building foundation on piles. Load effects were calculated using the Axis VM 12 software. Design of foundation was solved in the Geo 5 software. The thesis includes shape drawing documentation of selected elements.
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Dvořák, Vít. "Bytový dům na ul. Vinohrady." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265648.
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The master´s thesis is focused on a design of monolithic reinforced concrete construction of an apartment building. The content of this work is design of two ceiling slabs, staircase, supporting columns, walls, girders and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawing of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analysed.
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Hůrka, Jiří. "Nosná konstrukce nemocničního pavilonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227807.
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The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.
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Lačňák, Slavomír. "Stavebně technologický projekt administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371976.
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The final thesis is focused on construction of the main technological stages of the administrative building of the Vídeňská in Brno. The final thesis contains the object engineering report, technological study, technological report, design of construction machinery and their transport. It also includes control and test plan, detailed schedule, item budget, and device object design. Finally is a plan of safety measures on the building.
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Chalupová, Martina. "Statické posouzení vybraných částí ŽB objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-412921.
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The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. The design of elements is based on internal forces form FInite Element Method. Service limite state is check for the slab. All calculations were performed in accordance with valid standard.
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Podepřel, Petr. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409775.
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The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.
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Zdražilová, Pavlína. "Vícepatrová skeletová konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372046.
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This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.
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Řehoř, David. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227321.
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The objective of this thesis is to draw up the design documentation for the construction of a hotel. The hotel is situated on the edge of the golf resort Kaskáda near to Jinačovice. It’s a brick building with two above – ground floors and one underground. There is the staircase in the building that creates protected escape route. The perimeter wall is designed of ceramic bricks Porotherm T Profi. They are filled – in by mineral wool. The hotel is divided into three dilatational parts. There are 35 guest rooms in the hotel; two of them are barrier – free, in total 63 beds. In the ground floor there are entrance, reception, restaurant, bar, kitchen with the background. In the basement there are technical equipment, a fitness room, a wellness, changing rooms, washrooms and a bar. The roof of the hotel is flat. There is the terrace accessible from the apartments in the second floor above the restaurant.
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Hlídková, Jana. "Zdravotní středisko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410003.
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This master´s thesis deals with a draft of a health centre building in Chlumec nad Cidlinou. The centre is situated on a corner building site with barrier-free access near the city centre. The building is designed with simple functional lines ground on foundation strips with flat green roof. The perimeter walls, internal load-bearing and shear walls are from vertically perforated T&G block bricks. Internal non-load-bearing prefab walls are coated with plasterboard. Ceiling constructions and an attic are made of monolithic reinforced concrete. The building envelope is insulated with mineral wool. Most of the perimeter walls are coated with breathable facade made of lacquered galvanized lamellas and minor part of walls is compositely insulated and plastered with a scratched facade plaster. The health centre building is notionally divided into two masses with a three-storey west part and two-storey east part of the building. Both parts are mutually connected by vertical communication space with elevator looped by counter clockwise three-flight staircase. Ambulant health care will be provided in total 9 consulting rooms, 3 ambulant care offices and private clinic with 3 consulting rooms. Independent business of the commercial area and café provide the additional function. The master´s thesis also includes assessments in terms of fire risk, energy saving and heat protection, acoustics and vibrations, lighting and sunlight.
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Nečinová, Lucie. "Dům s pečovatelskou službou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225873.
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It handles about a „Retirement home“ named project (3 floors, with a partial basement, building on a slight slope). The base structure is of reinforced concrete strips. The walls of the basement are made with the application of hidden formwork type system BEST. The bearing and non-bearing walls are of majority used silicate bricks. The staircase structure consists of monolithic reinforced concrete 2x brokem slab. For ceilings slab panels, are used Spiroll. The building is finished with a single layered flat roof.
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Libřický, Zdeněk. "Sportovně relaxační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372110.
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The final thesis is focused on the design and elaboration of the project documentation of the sports and relaxation center. The proposed building is located in the south-eastern part of the town of Hradec Králové, in a location supposed for buildings and areas of sports and relaxation use. It is a three-storey building with a flat roof and partial basement. The construction system is wall-mounted with a combination of skeleton. The building is based on plain concrete and reinforced concrete foundation footing. The peripheral, supporting and partition walls are designed from ceramic blocks POROTHERM. The inner load-bearing elements consist mainly of reinforced concrete columns. The ceiling structure is designed from reinforced concrete slabs supported locally. The perimeter walls of the first overground floor and part of the perimeter walls of the basement are insulated by an external contact thermal insulation system. The thermal insulation of the perimeter walls of the second floor is designed by means of a ventilated facade with facade tiles except the squash courts and the relaxation area. The building is functionally divided into three main parts, where the central part forms an entrance hall with comunication spaces of all floors. In this part a basement with technical facilities is designed. The right part of the ground floor consists of a restaurant with a bowling alley and a kitchen with storage and hygienic facilities. As part of this section, a gym and exercise rooms for fitness exercises, spinning and TRX are designed on the second floor. The left part consists of two squash courts with the appropriate facilities and massage areas. There is also a relaxing facilities with a north-facing terrace on the second floor. There are also dressing rooms and hygienic facilities. The designed object is accessible for disabled people. There is a parking lot for 40 cars, 3 motorcycles, one bus and three barracks for cars.
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Macháčková, Eva. "Vícepodlažní dřevostavba." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226117.
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Master’s thesis deals with complete project documentation of newly built object of library and mediatheque located on the site in České Budějovice. It is a three-storey building divided into three parts, one-storey, two-storey and three-storey. It is partly basement. The underground part is devoted to main storage spaces of library services, management offices and social facilities for staff (toilets, changing rooms, washrooms). This part of the building has own entrance for employees. In the 1st floor is located the main library area along with exhibition spaces and the main entrance for visitors with self service cloakroom. In the 2nd floor are designed library spaces for visually impaired persons with fund of audio books, CDs and DVDs, a lecture hall with a projector and own kitchen and space for reading magazines and periodicals. From this floor is possible access to the outdoor terrace, which has own terrace furniture store nearby. In the 3rd floor is located a literary café with its own facilities. In each floor are also designed sanitary facilities for use by persons with limited ability of movement and orientation. All floors are connected by stairs and passenger lifts. In terms of construction, the building is designed as a frame, in the underground parts made of reinforced concrete, the overhead of glued laminated timber elements. The ceiling structure designed over the underground floor is monolithic reinforced concrete slab. The ceilings in the upper part are designed as a wooden beamed made of the glued laminated timber elements. The building has a pent roof created by wooden trusses assembled with punched metal plate fasteners. The foundations are designed as belts and footings. The study, detailed documentation, thermal-technical evaluation of selected structures and fire safety of the building are processed. For processing of the thesis were used software AutoCAD 2010, Teplo 2011, Area 2011, Ztráty 2011 and Fire NX 802 PRO.
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Čačaný, Matej. "Železobetonová nosná konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265326.
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The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Nováková, Kateřina. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392038.
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The subject of my master´s thesis is a project of a new sports center in Havlíčkův Brod in Humpolecká street on plot no. 2709/3 and 2709/4. The land is sloping and its area is 14 849 square meters. The building has two overground floors and one underground floor. Vertical bearing constructions are designed from the monolitic ferroconcrete columns. Space between colmuns is made up of ceramic blocks. In the underground floor the space is made up of monolitic reinforced concrete. The vertical peripheral structures are provided with an insulation system with ventilated space. The horizontal bearing structures are designed as a monolitic reinforced concrete slabs. The roof is designed single – layer vegetation area. The roof over sports hall is sloping made up of wooden trusses. In south-eastern side of sports centre is designed restaurant with its technical background. In the underground floor there is relaxation part with swimming pool, saunas and massages. The rest of sports center is made up of technical and hygienic background for visitors and employees, and sports grounds, for example badminton courts, climbing wall, squash courts, fitness and 4 sports rooms.
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Růžičková, Tereza. "Facelift EDU." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-414284.
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The theme of the diploma thesis is the solution of the pre-plant zone of the Dukovany nuclear power station. Creating a vision of how this space could develop further in the next 50 years and how it could work in a transitional phase during the construction of a new nuclear power plant unit. The subject of the thesis is the elaboration of an architectural study, which is based on an urban study. Urban study was processed within the framework of the pre-diploma thesis and solved mainly the overall problems of this area, the new transport connection, and the functional division of the whole area. The area was divided into three functional units, namely the transport zone, the administrative zone and the sports and education zone. At present, there are a lot of small structurally and functionally unsuitable buildings in this area. The diploma thesis deals with the design of new buildings with a clear functional use in the administrative zone, in the area in front of the main gatehouse. A new representative square was created, and three buildings are designed around it. The dominant feature of the whole area was a high-rise office building near the gatehouse. In front of the office building, towards the main road, the service building I was designed, which contains business and healthcare services. On the other side of the square was located the service building II, where there are technical services, such as workshops, warehouses and metrology. The last building solved within the diploma thesis is the building of sports and locker rooms of suppliers, which is designed behind the square near the greenery. New building copies mass of the only preserved building in this area, namely the building of the information centre. The designed building has a fitness centre and locker rooms of external workers of the power plant.
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Skala, Zdeněk. "Horský hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226182.
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The building will be situated by the village Slupečná near the Lipno dam and located on the land that slopes to the south. It’s designed as a separately standing, four-storey. The technology of implementation is a brick. The construction system is designed as a longitudinal wall system stiffened in the transverse direction inner supporting walls. The concrete breeze blocks from the company BS Klatovy are used as main building material. Basic constructions are designed as planar and out of plain concrete and reinforced concrete. Stiff reinforced concrete prefabricated and prefamonolitic ceiling constructions from the company BS Klatovy are designed. Roofing is designed with tilt roof. The bearing construction is made up of purlin system of wood truss. Height of the roof ridge, including the covering is +13.650 m (considering relative height of 0.000). The height of the chimney head is +14.400 m. Profiled metal roof covering Lindab Goodlock is designed.
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Cetkovský, Jan. "Statický návrh nosných konstrukcí bytového domu v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265290.
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The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
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Nevole, Jan. "Sportovní centrum Jihlava, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240359.
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The aim of this final thesis is to design selected parts of construction technology project for building used as an sports centrum in Jihlava. The attachments provide a solution of upper structural work, with focusing on floor structure forms and staircase. The thesis contains the technological procedures for constructing both variants of floor structure and staircase, principles according to which is the construction organised, safety and health measures taken on the construction site, design of the mechanical assembly, time plan, plan of inspections and testing, controlling and testing plans for both variants and construction details.
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Peštálová, Lucie. "Kraví hora - rodinné stříbro VUT." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400054.
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The subject of the diploma thesis is to design a project study and a building program that would become a compromise between the requirements of the city of Brno and BUT in the area of Kraví hora in the Brno city center. The city of Brno would like to transform the area into a public park. But BUT considers it as its "family silver" because they realize its extraordinary value. Options of a constructions are really limited because of many area regulations. My proposal counts on the demolition of all existing buildings in the area, respects property area relations , protection zone, continuity with existing traffic roads, height regulation, imaginary raster of surrounding buildings, slope of terrain and orientation to the cardinal points. My suggest represents a study of five groups of objects which creating a rectangular raster. As a compromise solution, I chose the presentation and promotional areas of the individual faculties of BUT for the content of the buildings. Faculties have spaces for hobby groups for the public comprise all age groups included. I also designed the BUT Museum of History, a multimedia hall, a cafeteria, studios, a student leisure center and an observation tower with a climbing wall.
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Kuklínková, Klára. "Sportovně - rekreační centrum Vsetín, Ohrada." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-399980.
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Diploma thesis of was preceded by a specialized studio focused on the development of urban-architectural design in the area of "Vsetín - Ohrada". The newly created objects have the a task of transform the whole territory, which nowadays deteriorate. The solved area is separated by the highest industrial zone from the edge of the city and after the connection to the urban area. The whole sports complex is conceived as an independent urban complex, mainly linked to the surrounding nature. These are cycle paths that are designed for the entire area. The center is designed for the needs of the population of Vsetín and its catchment areas. Sports, recreational options for all ages. The grassy wall divides the river from the city and reflects the calm zone by the river, and at the same time divides large flat areas. In addition to sports, the area offers wellness, gastro and meeting places. The advantage of this place is cycling trail parallel to the beautiful nature. Moreover, the grassy wall is used to hide service roads and parking spaces. This ensures excellent transport accessibility and supply, but does not interfere with the sports complex. Wall created from excavations of single buildings and demolition works of the original stadium will achieve a safe transition from one sports ground to another, creating a natural observation post and incorporating buildings and sports facilities to become part of the wall and form a single unit. By embedding buildings in the wall, the buildings visually diminish. The embedded sports ground is bounded on two sides by a rampart and the third by a staircase. It can be used as a grandstand, or to enter the ridge of the dike. This minimizes the need for unsightly fencing on each pitch. With the new concept we will meet the requirements of visitors in the given locality and, above all, the attractiveness of the whole area will be increased.