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The selected parts of construction technology project - Apartment building „Panoráma nad přehradou“
Slánská, Veronika ; Čech, David (referee) ; Venkrbec, Václav (advisor)
The objectives of the diploma thesis are selected parts of construction technology project – apartment house „Panoráma nad přehradou“. The diploma thesis contains operational procedure of manufacture of bored piles and foundation slab (use of waterproof concrete) and their applicable control and test plans. Another part of the diploma thesis are time and economic plans, concept of site equipment, study of main technological phase realization and block plan drawing. Item budget, OHSAS, operational procedur for manufacture of RC cast-in-place floor slabs and assigned drawings were done within another task.
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Monolithic reinforced concrete detached house
Oplíštil, Jakub ; Kovářová, Hana (referee) ; Sobotka, Jindřich (advisor)
The intention of Bachelor thesis is new building of monolithic house in the village Majlant. It is a detached building with two floors and a flat roof. The house will be used by a family of three. The main entrance to the building is situated at northwest side. Floor plan of the object is simple, the great design emphasis was on highlighting the south side of the building. This was accomplished by sliding the southern bearing elements above the wooden terrace and use large glazed surfaces. The view of this side of the builing has the S-shape. Interier is a combination of colored concrete and wood. Supporting structures are made of exposed monolithic reinforced concrete. Partitions are made of aerated concrete blocks. The staircase is made of wood. Theses includes parts of documentation and drawings, that are handled as detailed documentation in computer software AutoCAD.
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Mixed-use building
Kmec, Peter ; Krupica, Roman (referee) ; Jelínek, Petr (advisor)
The purpose of the thesis is the processing of project documentation fot the construction design of the Mixed-use building in the city of Brno, a borough of Židenice. Underground and first floor are made of cast-in-place concrete. The vertical load-bearing structures of the second, third and fourth floor are designed from ceramic bricks of 300 mm thickness. Floor slabs in the whole building are made of cast-in-place concrete. The last floor has warm flat green roof. The building is designed so that the underground floor is largely made up of underground garages, oriented to the west. Basement of the building is used for technical background of the building too. The first and second above-ground floors are intended primarily fot trade and services, where the all kinds of the offices of the first two above-ground floors makes up to 75% of the floor area. The third and fourth floors are used for housing. The building is oriented from east to west.
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Inspection of the implementation of reinforced concrete structures
Juráň, David ; Vymazal, Tomáš (referee) ; Cikrle, Petr (advisor)
This diploma thesis deals with the control of the implementation of reinforced concrete structures. The theoretical part deals with the issues of this theme. There are presented individual work processes of the implementation of reinforced concrete structures, accesses of valid standards, used diagnostic methods and also inspection and test plans for cast-in-place reinforced concrete structure. The practical part is divided into three chapters. The first chapter applies with the most frequent defects in new reinforced concrete structures and two remaining chapters with the inspection of newly built structures for which arose misgivings about the quality of execution.
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Prestressed road bridge
Pokorná, Šárka ; Jaromír,, Rušar (referee) ; Panáček, Josef (advisor)
The subject of this thesis is the design and assessment of a prestressed bridge structure. Two studies of the bridging were created. The selected variant is a continuous post-tensioned single-frame structure with three spans. The total theoretical span of the bridge is 100,0 m. The bridge is to be constructed in its entirety using a falsework. The structure has been assessed for serviceability limit state and ultimate limit state according to the relevant standards.
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Family Farmhouse with Accommodation
Tejklová, Šárka ; Pilný, Ondřej (referee) ; Kalousek, Lubor (advisor)
At the almost flat plot in the foothills of the Orlické Mountains a family farmhouse with accommodation was designed. A specific part of the design documentation for construction implementation was prepared. The family farmhouse is operationally and dispositionally divided into 3 parts: family house, garage, and boarding house. The building comprises 3 dwelling units (five-bedroom flats with kitchenette, two two-bedroom flats with kitchenette), accommodation (6 rooms, 19 beds), a restaurant (48 indoor seats, 32 outdoor seats), shop (17,79 m2 sales area). The part of the building for public use is accessible. The foundations are made of a system of foundation strips made of plain concrete, external wall of floors is walled with clay blocks and insulated with external thermal insulation composite system (ETICS). The floor structures and staircase are made of reinforced cast-in-place concrete. The building is roofed with a sloping gable roof using ceramic roof tiles.
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Static analysis of reconstructed family house
Matuška, Vojtěch ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
The bacheor’s thesis deals with design of masonry and cast-in-place concrete constructions during reconstruction and adjustmnent of house. The main part of thesis is focused on design of cast-in-place concrete two-way floor slab. The thesis also deals with designing of cast-in-place concrete staircase and foundations and also masonry walls. The calculation was performed by SCIA Engineer software and verified by manual calculation.
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Monolithic concrete chapel
Richtr, Jan ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The topic of the bachelor thesis is the design and assessment of a monolithic concrete chapel. The Assessment is divided into individual elements. Simplified construction models and 3D software models are chosen to determine internal forces.
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Apartment Building in Jablonné nad Orlicí
Tejklová, Šárka ; Pilný, Ondřej (referee) ; Kalousek, Lubor (advisor)
At the almost flat plot number 411/3, cadastre unit Jablonné nad Orlicí was designed a new apartment building with an service establishment. Local zoning plan of the village defines the plot as a buildable area. The building has one basement and three floors. There are 7 dwelling units and a hairdresser's in the building. The living area and the service establishment have separate entrances. The building is designed with wheelchair access. On the first floor there is an accessible two-bedroom flat with kitchenette and hairdresser's, on the second floor there are two two-bedroom flats with kitchenette and two studios apartment, on the third floor there are two three-bedroom flast with kitchenette. In the basement there is cellar boxes and technical facilities of the building. The foundations are made of a system of foundation strips made of plain concrete, external wall of floors is walled with clay blocks and insulated with external thermal insulation composite system (ETICS). Staircase and floor structures are made of reinforced cast-in-place concrete. The building is roofed with a non-walkable flat roof.
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Design of prefabricated concrete hall
Cibičková, Viktória ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
The diploma thesis is focused on the design and assessment of a precast concrete hall. The first part of the work deals with the selection of a suitable layout solution from several proposed variants and a description of the technical solution of the object. After the load calculation, which corresponds to the nature of the building's use and climatic conditions, is followed by an assessment of selected elements of the structure, such as a typical purlin, girder, columns and foundation structures. The static assessment was determined through computational models and was accompanied by a manual simplified calculation check. The next part is devoted to creating a study of the structure's behavior. In the study, the design of several versions of the steel bracing system of the object was evaluated. The task was to choose the most suitable variant. Another goal of the study was the evaluation of the results of the global model from the nonlinear assessment through the software, as well as the evaluation of the results of the deformation caused by entering flexible supports into the computer software. In the last part, the proposed structure is demonstrated through assembly drawings, drawings of the shape and reinforcement of selected elements, drawings of assembly details, bearings and forgings. Visualizations of the object are part of the drawing documentation.
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