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Familly house in Novém Městě nad Metají
Sháněl, Tomáš ; Burdová, Jana (referee) ; Brukner, Bohuslav (advisor)
The project addresses the low energy new build detached house, which will be permanently used for housing. The building is designed as a two-storey house, which is intended to be permanent residents of 4-5 persons. Roofed building with a flat roof is solved by using a bottom discharge reinforced concrete slabs. Load-bearing walls are from Sendvix manufacturer KM - BETA. The ceilings are designed as monolithic. The building is located in the gap between the existing building houses. The house has a garage for one car.
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The roof structure of a bus station with facilities in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of bachelor's thesis is design and assessment of steel load-bearing construction of bus station in Vrchlabí. It is designed as a co-operating load-bearing steel pillar based structure with the construction of the outdoor platform. The design was considered in four different options for inner building. Followed was mainly the weight of inner structure with respect to the roof deck. The selected option is then incorporated into the scope of the entire structure. Design and assessment was conducted in accordance with the applicable standards and by using a computer program Scia Engineer.
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Residential Building
Uhlíř, Karel ; Šafařík, Martin (referee) ; Sukopová, Dáša (advisor)
Diploma thesis develops comprehensive documentation of the new building construction of residential house on the level of the implementation of the project construction. Proposal emphasizes layout of linked to ensure the technical design, structural, fire safety, protection against noise, energy saving, safety in use. Work is performed in an electronic format using AutoCAD and Microsoft Word (PDF Creator).
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Constructional and Technological Project of Laboratoty Pavilion for Technology of AS in Brno
Cihelka, Karel ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
The topic of this master thesis is dealing with selected parts of the constructional and technological project of laboratoty pavilion for technology of AS in Brno. Thesis is mainly focused for technological instructions of ground works, support of next building and solving of city center problems. Components of this thesis are evaluation plans and work place safety protocols. Next content of thesis are study of main technological phases, time and finanical plans, items budget, selected details, construction site equipment and design and verification of tower crain.
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Construction technological project of sports hall construction
Tkáč, Jiří ; Vlčková, Jitka Laura (referee) ; Diaz, Yvetta (advisor)
The thesis deals with Komenského Street sports hall construction in Lysá nad Labem. Although partially dealing with construction of all parts, in detail it studies gym construction, focusing on time management, technology and resources of implementation. The thesis is divided into the drawing and text parts. The former includes site facilities design and building situation. The latter consists of the main part construction project implementation study, itemized budget, time schedule, technological regulations, inspection and testing plan for the implementation of the main construction part 1st floor reinforced concrete columns and walls, construction machines and mechanisms design as well as time and financial schedule.
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Home for the elderly
Zboranová, Monika ; Procházka, Martin (referee) ; Sobotka, Jindřich (advisor)
The project deals with structure design of a new – built house for elderly with accommodation capacity up to 28 persons. It is situated on the south side of the village Papradno in a flat lot with area of 6018,4 m2.The house for elderly was designed for disabled people, it has got two floors with irregular shape and the floor area of 920,83 m2 . On the first floor there is an accommodation part of building situated on the southwest side and there is an another part of building where are situated rooms like (kitchen for serving meals, dining room, boiler room, changing room for employee...) it is situated on the northeast side. On the second floor there is an accommodation part of building it is identical as in the first floor. And the another part of second floor it has got rooms like (offices, storages, chapel, club room...). A bearing system composed of uninforcement concret foundation, wall system of ceramic block Porotherm and the slab system composed of bearing panels Spiroll. The Spiroll panels is a bearing system for flat roof with clasic layer order.
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The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
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Foundation of Bridge
Ščudla, Martin ; Štefaňák, Jan (referee) ; Masopust, Jan (advisor)
The thesis focuses on design of 5 - square bridge foundation in Ostrava Svinov including covering of construction pits. The bridge is founded on the groups of drilled large diameter piles. Design and assessment is realized in program GEO 5. The thesis is divided into 6 parts: introduction, geotechnical circumstances, concomitant report, static calculations, technical report and documentation.
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Foundation of Apartment Building in Třeboň
Jurníček, Lukáš ; Glisníková, Věra (referee) ; Svoboda, Petr (advisor)
The bachelor thesis deals with the theme of the apartment building foundation. Its objective is based on studies of expert resources and static assessment to design an appropriate way of building construction foundation. In the theoretical part of the bachelor thesis, the author is concerned with the most frequent possibilities of establishing common residential house, the area, and underground foundation on deep soils improved. In the second part, the author makes choice of a particular method of foundation (deep while using piles) and applies it to the calculation of the real structure. The static calculation has been described and consequently manually processed, and finally verified within the program GEO 5. The work also includes an overview together with a brief description of other information sources to be used for the creation of static calculation.
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