|
|
Wellness centre in Slavkov u Brna
Kovář, Stanislav ; Rozehnal, Miroslav (referee) ; Štěpánek, Ladislav (advisor)
Master´s thesis ,,WELLNESS centre in Slavkov u Brna" is processed in the from of project documentation. The building is a partially basement, it has three floors and an attic, roofed in sellar rooftop and partially counter rooftop. The house is designed to plot No. 1787/1, 1787/30 in Slavkov u Brna Slovanská street. Built up area is 554,7 square meters. The basement, ground floor and second floor belongs to a wellness and a guesthouse. The third floor is used for housing owners. The building is based on the footings of plain concrete foundation slab drag over the basics with reinforcing karisítí . Walling system and ceilings from Porotherm , partitions from the system Knauf. The building is connected to the local road and the available utilities.
|
|
|
Sewage absorbing well
Kulla, Lukáš ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The aim of this bachelor’s thesis is to determine the loads acting on the waste shaft of given dimensions and design the reinforcemen. Then assess the ultimate limit state and servicesbility. When calculating internal forces are applied manual calculation, which is then verified tabular values and static program based on finite element method SCIA Engineer. The structure is designed to complies with all requirements of technical standards CSN EN.
|
|
|
Mountain guesthouse with a restaurant
Stloukal, Ondřej ; Šuhajdová, Eva (referee) ; Šuhajda, Karel (advisor)
The project is handled by complete documentation , brand new detached house with mountain restaurants at the level of documentation for construction . The building is designed in the village Olšany district. Šumperk on plot No. 261/1 , 261/5 , 261/9 and 261 of / 12. Built up area is 1465 square meters , of which the construction of the house itself has a 445.2 square meters . The basement and ground floor is used for restaurants, restaurant facilities and staff , reception and social facilities for guests . The second floor and the attic is designed to accommodate guests. The pension has a capacity of 20 people , of which there are six double rooms and two suites on the top floor , each for four people. The operation of the pension are a total of four employees. The restaurant , with a capacity of 102 people , the total number of employees 8 . The building is designed as two rectangles perpendicular to each other forming the letter T. The building is based on the footings of plain concrete foundation slab drag over the basics with reinforcing karisítí . Walling system from Heluz , partitions from the system Knauf, reinforced concrete ceilings . Outdoor perimeter walls is insulated with polystyrene foam . The roof is gabled and three graduated height of the ridge , where the highest elevation is the main part +11.370 m , roof pitch of 35 °. The building is connected to the local road and the available utilities. Proposal for hotel and restaurant is processed in accordance with applicable standards and regulations for the country.
|
|
|
Design of reinforced tank
Štramberský, Martin ; Sliwka, Pavel (referee) ; Zich, Miloš (advisor)
The matter of this diploma thesis is a static storage tank for petroleum substances, the study of a solution for appropriate shape of shell and its effort to dihedral for roofing, and the study of effect of the storage of inner roofs walls of the tank to the size of the internal forces. The internal walls are carried out by the method of finite elements in the engineering program Scia Engineering 2013 and on the basis of it, designing of the framing sections of the tank. There is a calculation part of the lower horizontal bias wreaths of the shell and internal supporting wall. All the components are assessed on the 1st limit state of the load-bearing capacity and the 2nd limit state of the application (emergence cracks, limiting voltage in the concrete and a prestressing steel). The existing external wall is assessed only on the marginal status load of carrying capacity. The part of diploma thesis is also drawing documentation, accompanying report and technical report. The goal of the diploma thesis was to design the tank without an occurrence of the cracks in the concrete so as the vertical wall was prestressing only in the horizontal direction and the optimal proposal roof tanks as an addition.
|
|
|
Construction technology study phase of founding factory buildings on piles
Sviták, Marek ; Šťastný, Jiří (referee) ; Diaz, Yvetta (advisor)
The content of the thesis is design documentation foundation of faktory buildings on piles. The project includes a technical report focusing on the given stage, construction situation with wider relationships routes, itemized budget for a given stage, technological instruction for the implementation of bored piles technology CFA, principles of organization of the construction with building yard equipment, the timetable for the given technological stage, design mechanical assemblies, inspection and test plan for CFA bored piles technology, occupational safety and health with a list of risks and their elimination and itemized budget retaining walls.
|
|
|
Load-bearing reinforced concrete construction
Klajba, Daniel ; Hasala, Ivo (referee) ; Šulák, Pavel (advisor)
The aim of diploma thesis is to design monolithic reinforced concrete underground structure, which is partly under existing building and partly will form the basis of a new outbuilding. Structure is designed as white tub, whitout any additional isolations against water a ground humidity. All structure elements (slabs, walls, beams) was designed according to standard ČSN EN 1992-1-1 for ultimate and serviceability limit state. Structural analysis was performed using Scia Engineer 2013 – Student version. The results were validated by simplyfied manual method.
|
|
|
Multi-functional building
Rakhmanov, Vadim ; Sláma, Ludvík (referee) ; Mohelníková, Jitka (advisor)
The aim of the diploma thesis is to elaborate the project documentation of a multi-functional buildimg in a build-up area on the territory of the city of Prague in the Prague - Satalice district. The multi-functional house is designed as a four-storey, basement over the entire area with a flat roof. On the 1st floor there is a storage rooms, a technical rooms and a gym. 1st floor intended for sales areas and a cafe. The 2nd and 3rd floors are designed as cellular offices and the 4th floor is used as an open space offices. The supporting structural system of the building is a monolithic column with monolithic ceiling slabs with hidden holes. The foundation of the building is designed as a monolithic reinforced concrete slab with monolithic reinforced concrete walls. The perimeter walls designed as a Porotherm masonry system and are insulated with the ETICS contact insulation system. The building meets the requirements for barrier-free use. The project documentation also includes a basic assessment of the building from the point of view of building physics. The hotel building is designed as a building with almost zero energy consumption.
|
|
|
Construction technology study phase of founding factory buildings on piles
Sviták, Marek ; Šťastný, Jiří (referee) ; Diaz, Yvetta (advisor)
The content of the thesis is design documentation foundation of faktory buildings on piles. The project includes a technical report focusing on the given stage, construction situation with wider relationships routes, itemized budget for a given stage, technological instruction for the implementation of bored piles technology CFA, principles of organization of the construction with building yard equipment, the timetable for the given technological stage, design mechanical assemblies, inspection and test plan for CFA bored piles technology, occupational safety and health with a list of risks and their elimination and itemized budget retaining walls.
|
|
|
Wellness centre in Slavkov u Brna
Kovář, Stanislav ; Rozehnal, Miroslav (referee) ; Štěpánek, Ladislav (advisor)
Master´s thesis ,,WELLNESS centre in Slavkov u Brna" is processed in the from of project documentation. The building is a partially basement, it has three floors and an attic, roofed in sellar rooftop and partially counter rooftop. The house is designed to plot No. 1787/1, 1787/30 in Slavkov u Brna Slovanská street. Built up area is 554,7 square meters. The basement, ground floor and second floor belongs to a wellness and a guesthouse. The third floor is used for housing owners. The building is based on the footings of plain concrete foundation slab drag over the basics with reinforcing karisítí . Walling system and ceilings from Porotherm , partitions from the system Knauf. The building is connected to the local road and the available utilities.
|
|
|
Load-bearing reinforced concrete construction
Klajba, Daniel ; Hasala, Ivo (referee) ; Šulák, Pavel (advisor)
The aim of diploma thesis is to design monolithic reinforced concrete underground structure, which is partly under existing building and partly will form the basis of a new outbuilding. Structure is designed as white tub, whitout any additional isolations against water a ground humidity. All structure elements (slabs, walls, beams) was designed according to standard ČSN EN 1992-1-1 for ultimate and serviceability limit state. Structural analysis was performed using Scia Engineer 2013 – Student version. The results were validated by simplyfied manual method.
|
guest ::
