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Pension for Seniors
Vítek, Jan ; Ing.Jaroslav Kavka (referee) ; Čuprová, Danuše (advisor)
This Diploma´s thesis proceses topic Pension for Seniors. The object is situated in Božetěchova street in Brno-Královo Pole. This house is new building, three-floored and partial basemented. Basement is a technical floor. On the first floor are spaces of services and offices. On the second and the third floor are situated twenty-eight flats. Shape of the house is „L“ and its basic dimensions are 39,0 x 38,0 meters. The building is finished with a single layered flat roof. Height of house is 10,715 meters. The base structures is of conrete C16/20. The bearing walls on 1S are of monolithic reinforced concrete. Other Bering construction system is used of Porotherm. The staircase structure consists is of monolithic reinforced concrete.
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Load-bearing reinforced concrete structure of a multi-storey residential building
Badány, Kristián ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The objective of the diploma thesis is a design and check of load-bearing concrete structure of multi-storey residential building. The building is located in Brno. The total ground plan’s dimensions are 39,32 x 22,58 metres, total height of the building in the highest point is 10,29 metres. The object is three-storey building with rectangular plan with partial basement designed as cast-in-place concrete frame and two above-ground floor designed as reinforced concrete walls and masonry walls. Load-bearing floor structures are designed as reinforced concrete slabs. Drawing documentation is included.
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The Design of RC Structure of Residential House
Hrvolová, Markéta ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is static solution of selected parts of the residental house with formwork drawings and reinforcement drawings of designed structures included. Project describes the design and assessment of the monolitic slab structure, precast stair flights, basement loadbearing wall and retaining wall. For calculation of the internal forces was used software Scia Engineer.
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Sports Centre
Hentschelová, Tereza ; Vlach, František (referee) ; Bečkovský, David (advisor)
The goal of this thesis is to elaborate project documentation of new sports centre. The building is situated on a plot No. 1930/48 of the cadastre territory in the town of Pacov. It is a building without cellar with two above-ground floors part on the area of 595,6 m2. The first floor part circuit structure consist of reinforced concrete walls with an outdoor climbing wall. The roofing is the mono-pitches roof with glue laminated timber beam and purlin with metal roofing. The building features an indoor climbing wall and a bar with seating. The second floor part is made of wooden CLT panels, the roof is designed as a green flat roof. This section provides facilities for athletes and staff and exercise halls. There are 50 parking spaces for cars in the building.
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The technological phase of gross upper structure - Sport and relaxation center Nová Paka
Malina, Marek ; Čech, David (referee) ; Venkrbec, Václav (advisor)
The subject of this thesis is the stage of the upper part of the rough construction for The sport and relaxation centre in Nová Paka. This stage includes four different technological methods of implementation – walling of the supporting and non-supporting structures, horizontal reinforced concrete ceiling construction, vertical reinforced concrete wall and prebuilt steel construction. The thesis contains the general technical report of the object, the technological regulation of the stage, the technological report of the construction site´s equipment, mechanical assembly design, control and test plan for individual procedures, occupational safety and health, bill of quantities, budget and time schedule.
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Indoor swimming pool - concrete tank construction
Pőthe, Péter ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of the diploma thesis was to design reinforced concrete construction of the indoor swimming pool and ensure impermeability of the construction, to ensure behavior as concrete tank construction. Static analysis was done by using program Dlubal RFEM 5.12, where interaction of subsoil with construction was taken into account. Slabs around the swimming pool area were divided into expansion section because of temperature changes from glass façade an after that the sealing of expansion gap was solved. Construction system under the swimming was designed and was tested the behavior of walls and slabs. Analysis was done also to considerate of hydration heat. The drawing was done by software CADKON RCD.
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Sport Centre in Bilovice nad Svitavou
Šmak, Michal ; Herman, Adolf (referee) ; Bantová, Sylva (advisor)
The thesis contains a draft of new sport centre on the outskirts of the village Bílovice nad Svitavou. As part of the squash hall with four courts and the adjacent center, which consists of other sports, cafe, facilities for employees and staff and other technical rooms. The exterior of the object contains playground, pétanque area, a terrace cafe with adjacent playground and parking area. Primarily a center designed for practicing sports and physical activities, which serve the mentioned sports and sports facilities. Furthermore, the building is used as a cafe with adjoining outdoor terrace. The entire building is wheelchair accessible, including the 2nd floor, where is a lift. The thesis project is elaborated sports center in Bílovice nad Svitavou. We have been further processed two specializations - design and assessment of reinforced concrete perimeter wall and design of air-conditioning units and air-conditioning pipe sizing in sports areas. It is part seminary work dealing with the principles of organization of construction, the technical report of site facilities and the actual drawing of the site facilities.
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Villa in a hillside
Zemánek, Jaroslav ; Bečkovská, Tereza (referee) ; Brzoň, Roman (advisor)
The content of this thesis is elaboration of technical documentation for realization of a new villa in a hillside. The building is situated in Čejkovice village in steep terrain. It has two floors and a flat roof. The structural system of the building is created of structural concreate and of ceramic blocks HELUZ, ceiling structure is of prestressed concrete. There are two parking spaces infront of the house.
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Design of the load-bearing RC structure of the kindergarten
Ježek, Jakub ; Požár, Michal (referee) ; Girgle, František (advisor)
This bachelor thesis deals with design and structural analisys of the supporting part of monolithic reinforced concrete structure of kindregarden by using methodology of BIM. In the bachelor thesis was made a calculation of the load, static analysis of the structure and optimal reinforcement design. Based on the static calculation a digital 3D model of reinforcement was created, along with technical drawing and technical report.
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