The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.

The subject of the diploma thesis is to elaborate a selected part of the construction technology project for an apartment building in the Campus residential complex II, situated in Brno – Bohunice. Specifically, an apartment building (object F, designated SO 204) was selected, on which monolithic structures of the substructure will be solved. The content of the work is a technical report to the construction technology project, evaluation of transport routes, elaboration of technological regulations for selected technological stages, time schedule for the selected stage and partial detailed section of a typical floor. Furthermore, the construction site equipment with drawing and text part, control and test plan, itemized budget with bill of quantities, design of machine assemblies and work safety solutions are elaborated.

Theme of the diploma thesis is technical report of the technological project for apartment building AB – Maple district II Prague, which will be realized on Mantovska street, on the plot 539/39 in the district of Horní Měcholupy. For object AB is proccesed technical report of the technological project, studies of realization main technological phases, solution of wider transport relations with a focus on building supply , objects time and financial plan, time schedule, project for site facilities with drawing of five main technological phases, design of main construction machines and mechanisms, technological specification for realization of monolithic reinforced concrete of roughly lower and upper construction, including „white tank“, which forms a peripheral structure of lower construction, balance of workers and main machines, inspection and test plan for constructions from technological specification. As other assignment I make a itemized budget for rough construction, selected points of LEED certification, instructions for using a housing unit and plan of Safety and Helth protection during work.

This master thesis elaborates the project documentation for the construction of an office building in Krnov city, located in the Moravian-Silesian region. The office building has four utility above-ground floors and one underground floors serving as underground garages. There is a cafe, stationery, showrooms and office space with sanitary facilities. The construction system is designed as a monolithic reinforced concrete skeleton. Vertical infill constructions are made of brick technology from Porotherm ceramic blocks. The ceiling structures are made of filigree panels with hidden steel girders, which are embedded with concrete layer. The basement and the basic structure of the house is designed as a white tub. The building is covered with vegetation roof. The design emphasized increased comfort in use and the overall modern concept of an office building. Overall, the building is designed to the required values for a near zero energy building.

The topic of diploma thesis is to design a cast-in-place tank of sewage plant. The tank has circular shape without ceiling slab and will be completely covered in by soil on sides. The tank is a simple construction with complex relation of foundation. It means the construction will be founded according to second geotechnical category. The tank has to be designed as waterproof construction, which is reached by making white tank system. Calculation was made according to ultimate limit state and limit crack width was assessed according to European standards.

The main purpose of thesis is a static solution of load bearing reinforced concrete structure of flat house. The work contains an assessment of waterproof concrete building. The object is built under the groundwater level. Supporting structures are concrete slab, walls and columns. An assessment of these structures is realized in terms of first critical state- carrying capacity and second limit state- limitation of crack widths.

The aim of this diploma thesis is the building-technological solutions of gross structure Multifunctional file EASTGATE Brno. This multi-functional file is divided into objects Z and Y. This thesis solves the construction of gross substructure and gross superstructure object Z and gross substructure object Y. It deals with the most optimal propsal of technological procedures, working machines, itemized budget, time schedule, check and test plans, equipment of construction site, assessment of lifting mechanism and last but not least closer transport relations. The thesis is prepared on the basis of technical documents submitted by the designer.

The thesis deals with construction technology project of polyfunctional building in Rosice. The parts of the thesis are the construction technology study, the assessment of transport realations, the proposition of mechanical composition and occupational health and safety (OHS/OH&S). The thesis also contains technological regulations for flat roof and white tank and control and test plans for them. There is also itemized budget with time schedule of structural work. Thesis also deals with comparison of damp proof membrane and waterproof concrete.

The diploma thesis describes design and assessment of foundation of tall building. Existing reinforced concrete slab-pile foundation structure was assessed as unsatisfactory at the ultimate limit state. Design of two new options was processed: slab-pile foundation with adjusted slab thickness and slab foundation without piles. Both options were assessed at the ultimate limit state and the serviceability limit state. Foundation options were designed as water-impermeable structure of white tank and meet requirements for this type of structures.

The diploma thesis is focused on design of a monolithic reinforced concrete structure of an apartment building situated in a gap site. The foundation is designed on a foundation slab supported by piles, which together with the walls in the basement are made as a waterproofness concrete structure. It is a two-way wall construction system, made in a combination of masonry and reinforced concrete. The structure was assessed for the ultimate limit state and the serviceability limit state. Due to the requirement for waterproofness, the reinforcement was designed for non-force effects at an early stage. The work includes drawings of shapes and reinforcement.