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1
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.
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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.
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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.
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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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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.
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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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Motamed, Jubin. "Monolithic beam to external column joints in reinforced concrete." Thesis, University of Westminster, 2010. https://westminsterresearch.westminster.ac.uk/item/90727/monolithic-beam-to-external-column-joints-in-reinforced-concrete.
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The benefits of high strength concrete (HSC) in the construction of multi-storey buildings are commonly acknowledged. Past researchers have investigated the suitability of design codes for the use of HSC [1]. However, there are concerns about the shear behaviour of HSC beams and BCJ used in the construction of these buildings. HSC beams have equal or less shear resistance compared to normal strength concrete (NSC) beams [2], and the brittleness of HSC material could be unsuitable for BCJ as confinement stirrups may not be as effective as NSC in the column due to a smaller Poisson’s ratio. This research investigates the behaviour of HSC beams, BCJ and transfer beam column joints (TBCJ), and develop appropriate design modifications to improve their shear capacity. HSC beams were strengthened with horizontal web bars (HWB), while TBCJ were strengthened with central vertical bars (CVB). Finite element (FE) models were developed for these structures and the numerical results were compared with those of the published experimental results, concluding that good agreement had been achieved. Beam span/depth (a/d) ratio of 1.5≤a/d ≤3.02 and BCJ of beam to column depth ( db/dc ) ratio of 1.33 ≤ db/dc ≤3.1 were analysed. The FE models were compared with published test results and further ones were developed to carry out various parametric investigations. Struts and ties were mechanically modelled for beams with HWB and for TBCJ with CVB are used to recommend design equation modifications for the design of HSC beams with HWB and TBCJ with CVB. It was found that HWB and CVB are effective in beams and BCJ only with HSC as they have little influence when they were used with NSC. Using HWB in HSC beams and CVB in HSC TBCJ improved the shear capacity of these structures by 130% and 31% respectively. 1 - Regan, P. E., Kennedy -Reid I. L., Pullen, A. D., Smith, D. A. ‘The influence of aggregate type on the shear resistance of reinforced concrete’ – The Structural Engineer. 6 December 2005. p 27-32. 2 - Al-Hussaini, A. Motamed, J. ‘HSC beams with combination of links and horizontal web steel as alternative shear reinforcement’. 6th International Symposium on Utilization of High Strength/High Performance Concrete, Leipzig, June 2002. p 611- 619
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Muizzu, Mohamed. "Thermal and time-dependent effects on monolithic reinforced concrete roof slab-wall joints." Thesis, University of Leeds, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.509019.
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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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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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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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Hetmer, Jakub. "Nosná konstrukce víceúčelové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227219.
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This master´s thesis“ Load-bearing Structure of Multi-purpose Building“ is processed in the form of project documentation according to applicable regulations. It deals with static solution of monolitic reinforced concrete construction of administrative building of Česká spořitelna. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns and staircase.
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Haršaníková, Veronika. "Mateřská škola Solivar." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392066.
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The goal of this diploma thesis is a design study and project documentation for a new-building of a kindergarten in a city of Prešov (city part Solivar), Slovakia. The kindergarten will be a institution for pre-school education for children from 3 to 6 years old. The projects of the kindergarten building consist of one classroom for children within the age from 3-4, one classroom, for children within the age from 4-5 and third classroom for children from 5-6 years old. The designed object also contains janitor’s room and closet, laundry room, director’s office and a community room for cultural happenings held by kindergarten. Parking spaces are designed outside, in front of the building next to the main entrance. The playground is placed on the south-west side. The building of a kindergarten is designed as monolithic reinforced concrete skeleton structure with longitudinal beams. The circumferential walls will be made of ceramic bricks with a contact thermal insulation ETICS system. Ceilings are designed as a monolithic reinforced concrete. Over the 2nd floor, there will be a saddle roof and the roof over the first floor will be flat, with a gravel layer. Foundings of the building are designed as a concrete strips which expand to pads under columns.
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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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Nukeyeva, Assem. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410068.
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This diploma thesis was prepared as a construction project documentation. The proposed building is an office building in Prague. The building has 4 above-ground floors and 1 underground floor. On the above-ground floors the office spaces are located, while the underground floor is designated as garages. Monolithic reinforced concrete skeleton with beams was chosen as the construction system.
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Švehla, Ľuboš. "Vysokoškolský internát." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226334.
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New university dormitory in Trnava with five stories is based on the flat land. The first floor is the technical part of the building, space for a temporary accommodation and a separate sales area. Part of the second floor consists of offices for administration, the second part of the floor, as well as the other three stories are designed as a unit system for student accommodation. Total bed capacity is designed for 134 students. The bearing structure of the building is reinforced concrete monolithic skeleton with infill perimeter walls of ceramic bricks. The flat roof of the building is not walkable.
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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.
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Kušnir, Jakub. "Pošta." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410040.
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The aim of my diploma thesis is to design and make out a design documentation to show the look of new post office building. The plot is located in the cadastral area of Lesná and the parcel numbers are 1344/1, 1344/3, 1344/4 and 1345. The building is located on a flat terrain. The building consists of two above-ground floors and one underground floor. On the first floor are public areas, post offices and the background of the post office. On the second there is the office of the director, office of the representative, meeting room and facilities for the post office employees. In the underground floor there is technical equipment of the building, archive and storeroom of post office. The construction system is made in a combination of monolithic skeleton and ceramic bricks. It is designed with a flat roof wich is drained by with roof gullies.
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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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Čejka, Jiří. "Bytový dům v Praze 6." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225909.
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The thesis called Block of Flats in Prague 6 is composed as a project documentation of the static part. This six-level building was designed as a ferroconcrete monolithic object. Two underground floors are formed by a ferroconcrete frame with columns. There are placed parking slots and also a residential section on these two floors. Four other levels are designed as a ferroconcrete frame with walls. These four floors serve as a residential section. The thesis deals with the complete design of the first floor of one structural unit of the building, and also with some details such as floor slab, bearers, staircase, columns, and walls.
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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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Vojta, Martin. "Hotel Hlinky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226369.
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Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th and 5th floor are created terraces.
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Hanzlík, Petr. "Statická analýza bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226745.
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The discussion of the master’s thesis is static analysis of residental building. The thesis details the original solution from assesment and a new design variant solution. The work is focused on static solution of monolithic concrete plate with ribs and is devoted to limit states assessment of the plate with ribs. The thesis includes a time analysis structure and prestressed ribs in the new variant.
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Vlčková, Sabina. "Planetárium s kavárnou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240186.
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Thesis on "Planetarium with coffee" is processed in the form of project documentation for construction. The proposed facility is designed as a two-storeyed without basement with the main ground plan dimensions of 52,8 x 27,47 m and is located near the village Lošov close to Olomouc. The building is operationally divided into a part intended for public entrance and a part for operation and maintenance. Loadbearing structural system is reinforced concrete monolithic skeleton based on monolithic reinforced concrete foundation footings. Ceiling structure consists of reinforced concrete, monolithic, locally supported, cross reinforced floor slab. Vertical external walls are made of ceramic blocks with contact thermal insulation system. Part of the front rounded facade is designed as glass fronted. The building is covered by a warm flat roof. Roof cladding consists of vegetation layers, walkable terrace or non-walkable structure of roof cladding. The planetarium itself is covered by a reinforced concrete dome with a thermal insulation layer of plates of foamed glass. Fillings of doors and windows are made of aluminum profiles with isolating triple glazing. The building meets the requirements for barrier-free use of buildings.
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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.
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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
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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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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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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.
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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.
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Kováč, Lukáš. "Administrativní budova - OPAVA." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225849.
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The content of the master‘s thesis is processing of project documentation for administrative building in Opava, first done as a feasibility study and then as a pilot project. The object is standalone, with four floors and basement. The work also comprises the thermal technical assessment chosen constructions, the fire protection report, the accompanying report and the summary technical report.
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Tomoryová, Bianka. "Facelift EDU." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-414291.
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The subject of the diploma thesis is an architectural study of the forecourt of the Dukovany Nuclear Power Station. The project is based on a pre-diploma project which aimed to develop an urban concept. At the moment the buildings in the area are in an unsuitable condition from a construction - technical and architectural perspective. The urban-architectural study was intended to create a new concept for the forecourt and simultaneously enable its efficient operation in case of the completion of a new nuclear unit. The concept of the solution is based on the removal of outdated buildings and their replacement with new buildings which will meet the current requirements of the Dukovany Nuclear Power Station. From the current layout the main roads, the gatehouse, the information center and the greenery will be preserved. After removing the selected buildings, the renovation area will be divided into the main axes on which the main road network will be designed. The unsuitable connection to public road infrastructure will be solved by minimizing the entrances to the area to two entrances and by moving the suburban bus station from the main road. After connecting the whole area by roads, the area will be divided into functional areas. In front of the gatehouse there will be a square surrounded by public services, an administrative building and by the preserved information center building. From this space, the main representative space of the entire complex will be created. Warehouses and workshops will be located behind the square. Transport areas will be located at the rear of the complex. Thanks to this location, there will be a good connection with the current factory and also with the planned completion of the new nuclear unit on the west of the area. There will also be educational and sport facilities in the complex. The kindergarten will be oriented towards the preserved greenery.
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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.
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Severa, Aleš. "Obytný komplex s provozovnou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227444.
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This thesis deals with the layout, construction, fire and thermal technical solution for residential building with business part. The residential complex is divided into four functional parts - underground garages, administrative, operational and residential part. This proposed building has four floors and a basement. The upper floor is sheltered by a flat roof. The constructional system is made of reinforced concrete columns and walls in the first two floors, as for the next floors the brick wall construction is used. The ceiling construction is a monolithic reinforced concrete panel with cross tension.
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Pappová, Martina. "Architektonická studie cyklistického stadionu /dráhy/ Favorit Brno /na volné ploše v Brně Komárově/." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-391844.
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The subject of the diploma thesis is an architectural study of a velodrome in Brno Komárov. It is an indoor cycling track which is still missing in the Czech Republic. The whole site of the Hněvkovského sports complex in Komárov was elaborated within the architectural study. The aim of the proposal was to attract a wide range of visitors to the site, so not only buildings for sports were designed. But also two sets of buildings as a modular construction from containers providing premises for rent. The construction of the velodrome was deign as a combination of monolithic reinforced concrete and steel truss structure. The cladding is design from insulated panel system.
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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.
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Prokop, Lukáš. "Založení železobetonové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226744.
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Master´s thesis describes foundation of reinforced concrete framed building and preliminary design of upper construction. Calculation of internal forces was performed by computer program SCIA Engineer like 3D model. This substructure is designed as water resistant construction that is supported by deep foundations.
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Chromjak, Martin. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226586.
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This master's thesis deals the design documentation for construction of the Hotel. The building has six floors . On the 1st floor there are entrance hall , bar , dance hall , restaurant, conference rooms and a wellness center . On the 2nd floor there are administrative offices, fitness room, children play room and three large patios . On the 3rd – 6th floors there are hotel rooms . The main support system of the building is the skeleton frame construction.
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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.
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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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Urban, Kamil. "Administrativní budova s komerčními provozy, Šumperk." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226563.
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The object of interest of this diploma thesis is the processing of technical-construction part of the project documentation for the realization of the four-storey office building with two commercial premises on the ground floor. The building is cellarless, shape of the ground plan is rectangular. The fourth floor is receded over the others and there is an outdoor terrace, facing south, the remaining part of fourth floor is made up of flat vegetation roof. The support system is composed of steel concrete skeleton with a reinforcing core. Infill walling are made of ceramic fittings. The building is insulated with mineral wool and ceramic facade system.
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Šnircová, Monika. "Studentské bydlení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240295.
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The aim of the project is student housing in Brno, which is in the administrative area of Pole.The building has four floors above ground and it is mounted on slightly sloping land. The main entrance is a follow-up to the entrance hall, where is the reception with twostaircases, which are on north side. There is the technical part of the building on the first side, lodging for 2 personswith reduced mobility, studyroom , game room and grillbar. The remaining three floors are designed as a cellular system of accommodation for university students. Every unit of them is designed for four students. The every unit of them has a hall, bathroom, toilet and kitchen. Total capacity is 98 students. The bearing system of the building is monolithic concrete skeleton with filler external walls, which are made of aerated concrete blocks. The building is coveredby flat single roof. The cladding is designed as a contact insulation system ETICS.
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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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Lejčík, Peter. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226340.
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The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to the local road „Námestie slobody“ from the south-west side. Except the building, there is a service road, lay-by and parking areas for the motor vehicles in number of 52, lay-by area for cyclers and green vegetation in the mentioned parcels. The construction of the property is dealt with a monolithic reinofrced concrete skeleton with brick filling, it is covered with flat single roof and it is grounded on the reinforced concrete foundation slab. In the neighbourhood there is a church, residential house-buildings, shops, services, the old riverbed of „Váh“ and a cycle-way. With the height of nearly 30m it will have a status of the city centre dominating feature, after the completion it will create architectural surroundings in the city „Púchov“. By its development, it is expected the increase of work facilities in the mentioned area and improvement of the social services.
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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.
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Ruszová, Veronika. "Kulturně společenské centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372218.
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The subject of my master‘s thesis is A new cultural society center building in Frýdek-Místek. The work is explained in the form of project documentation for the execution of the building containing all the requirements following the legal standards and regulations. The land is flat. It is a two-storey, basement building. The supporting system of the object is a monolithic reinforced concrete skeleton filled with ceramic blocks. Basement masonry is permanent formwork. The roof and ceiling structures are made of reinforced concrete slabs. Roofs above both of the first floors are flat green roofs, the roof above the second floor is also flat formed by river rock. The new building of the cultural society center corresponds to the town plan of the town of Frýdek-Místek. The design was influenced by the layout, static and architectural features, and energy savings.
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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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Sívek, Zdeněk. "Bazén." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225786.
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This thesis covers brand new detached indoor pool with one underground and one above ground floor, which is designed for a maximum capacity of 120 people, with two swimming pools, a children's swimming. The building is designed with a flat rectangular roof insulation. Envelopes are ventilated, insulated, bearing part consists of reinforced concrete. The pool hall make up the majority of the building envelope glass facade. Facilities for employees is located on the first basement floor. All technologies for cleaning pool water, air conditioning, boiler, facilities for maintenance are located on the first basement floor. Chimneys are stainless steel, placed on the outside of the building. The finish floors are ceramic tile. Pool bath is designed as a so-called white bathtub. The supporting structure of the ceiling above the pool hall beams are post-tensioned concrete.
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Pospíšil, David. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225855.
Full textAbstract:
My thesis solveses the office building. The building will be located in Šumperk. It will be located near the center. The building has two floors and a partial basement floor. Ceilings are beams with ceramic inserts and reinforced concrete slabs. Vertical structure consists of a ceramic blocks in the aboveground parts and concrete blocks in the underground section. The roof is walked on vegetation. The staircase is reinforced concrete, monolithic. The entire building is insulated with mineral wool. Basement is insulated with polystyrene foam.