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Multifunctional houses in Řečkovice
Půtová, Lucie ; Tichomirov, Vladimír (referee) ; Novotný, Miloslav (advisor)
The diploma thesis focuses on the design of a new construction of a multifunctional building in Řečkovice. The construction consists of two separate blocks connected by a basement storey with common garages. Each block has three above-ground storeys. On the first basement storey there are garages and technical facilities. On the above-ground storeys there are commercial units with own entrances from the exterior and own sanitation facilities. Furthermore there are flats of varying sizes: from single-room flats with a kitchenette to four-room flats with a kitchenette. One of the flats has been designed as adaptable (wheelchair accessible). All the flats have a recessed balcony or a terrace facing southwest. The construction is built on shallow foundation constructions. The first basement storey is from monolithic reinforced concrete. The above-ground storeys are built from Kalksandstein sand-lime blocks. The exterior walls are insulated with a contact thermal insulation system. The construction is covered by flat roofs.
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Static securing of Ludslavice church
Kovalíková, Mária ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
This thesis is drafting static protection church horizontal pretension, especially at the level of foundations and walls. Furthermore, the design of a new increase the stiffness of reinforced concrete towers and other prestress. The role was also producing construction drawings for the design of static security.
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Implementation of Superstructure of Sports Centre in Butovice
Košut, Stanislav ; Nečasová, Barbora (referee) ; Liška, Pavel (advisor)
This bachelor's thesis inquires into the subject of the process of technological phase of gross superstructure of the sports center in Butovice. The object is two-storeyed without cellarage. The foundation is composed of slabs and strip footings. The fabric of the building consists of reinforced concrete framework. This work deals with the construction plan, including the specification site equipment, technological prescription for masonry of the framework from the HELUZ masonry system and ventilated facade alternations through the use of glued ceramics facing. The quality of the technological processes is described in control and test plan. Mechanical set, schedule and budget are drawn up for the given phase. Another part of this work is solution of the construction organization and examination of broader transport connexions. The design considers work safety and protection of environment.
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Construction of a multipurpose building
Šťastný, Jiří ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
This Bachelor thesis deals with a technology of the rough upper construction of a fire station. The project of the machine set, the inspecting and testing plan, BOZP, the budget and the timetable are added to technological methods. I also worked out the technical report of the building sites facilities including drawings needed. The construction-technological solution of the supplemental thermal insulation of the fire station within the technological regulation, the heat technical assessment, the proposed location of the fasteners, the draft of final processing with respect of HBW index are also elaborated in this thesis. Variant solutions and the assessing of the suitability for using pipe and mobile scaffolding are incorporated as well.
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The solution of technolofical phase bearing structures(vertical and horizontal) apartment building in Staré Brno
Sáček, Petr ; Bravenec, Roman (referee) ; Mohapl, Martin (advisor)
The topic of my thesis is to implement technological steps gross upper construction of residential house on Rybářská ulice in Staré Brno. This paper contains a technical report, technological specification, bill of quantities, schedule, design of machine assembly, quality requirements and their security, safety, and organization development solutions.
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Home for the enderly people
Semrádová, Bohumila ; Myslín,, Jiří (referee) ; Maceková, Věra (advisor)
The thesis is focused on newly built home for the elderly people in cadastre of Vlkanec village, in Kutna Hora district. The building area is rectangular shaped, with entrance to the area situated from local tarmac road. The house is designed for barrier-free housing of forty people in twenty- six apartments. The house includes common area for providing services for local residents and residents of neighboring villages. The services provided are to be catering services, general practitioner’s office and hair/nail salon. The object consists of service building, living facilities, joined to main building as a left and a right wing and adjacent terraces. The living facilities have three floors (cellarage and two above floors). The utilities, such as laundry room, drying room, boiler room, are situated in the cellar, the apartments and the common areas are in two above-ground floors. Architectural solution of the house is outlined so it uses mostly traditional natural building material (brick, stone, wood, metal) in its inherit color. Furthermore, the project is dealing with rain water management, local communications, such as the road, car park and pavements.
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Load-bearing reinforced concrete structures at the new residential building
Podolák, Patrik ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with static assessment of load-bearing structures in a new family house. The house has several atypical structures. One of them is a flat roof of reinforced concrete with large overhanging ends. Furthermore, a large window lintel with a span of 8 meters, which is designed with prestressing ropes due to the large span and avoidance of lintel deflection due to the glass window underneath. The building is partly basement with a white bathtub type construction.
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Boarding house
Pálka, Tomáš ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
The subject of the thesis is a project for the implementation of the construction of the Pension with restaurant and wellness, located in South Moravia in the village Zaječí. The building is designed as a two-storey basement with partial embedding of the first underground floor into the ground. The guesthouse will be used for temporary accommodation of 24 persons. On the first floor there is an entrance hall with reception, facilities for staff and accommodation rooms. The other rooms are located on the second floor. In the basement is a restaurant and wellness, as well as technical facilities. The building is based on the foundation passports. Constructionally o brick building from ceramic blocks. It is a longitudinal wall system transverse stiffened by walls. External walls will be insulated by contact insulation system ETICS. Ceilings will be created from prestressed ceiling panels. The roofing is designed using a saddle roof truss.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
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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