The subject of my diploma thesis is the design of a new building "retirement home", a home with a special regime, in the form of project documentation for the construction. The building is partly basement with four above-ground floors and covered by a single-layer flat roof. On the first floor there are common, operational spaces and spaces for commercial use. The other above-ground floors are identical and serve as an accommodation. There is mostly technical background in the basement. The construction system is a wall bi-directional of brick masonry elements, with the exception of basement masonry, which is made of reinforced concrete. The object is based on foundation pads and strips. Ceiling structures are monolithic reinforced concrete. The whole building is insulated by contact insulation and has a ventilated facade.

The topic of the diploma thesis is a solution of the construction and a technological project of a production hall in Hulín. The thesis consists of an accompanying and a summary technical report, a study of the main technological stages implementation, a coordination situation of the construction with the closer transport relations, a solution of wider transport route relationships including a proposal of the building supply and an oversized transport solution, an object time schedule and a financial plan of the construction including the staff balance, a time schedule for the selected processes of the main building object, a design of the main building machines including an assessment of a lifting mechanism, a technological regulation for assembling of a prefabricated skeleton including a health and a safety plan, a technological regulation for a wire-concrete floor realization including a quality control and a health and a safety plan, a project of site equipment, a control and a test plan for prefabricated skeleton assembly. And also a budget item for selected technological processes, an assembly scheme for the prefabricated skeleton and a schemes´composition of the wire-concrete floor.

The diploma thesis is focused on a proposal and review of load-carrying steel structure of the airport terminal. The object is located in Zlín. It is a building of a rectangular plan with a ground plan dimensions of 75.0 x 54.0 m. The hall contains 10 main frames spaced by 6.0 m. The total height of the object is variable from 11.5 m to 19.9 m. The part of the construction is composite steel – concrete floor structure with a ground plan dimensions of 75.0 m x 27.0 m. The spatial rigidity of the construction is obtain by bracing. The cladding of the roof and the side walls is designed by sendwich panels, the cladding of the face walls is made by the glass facade system.

The subject of this diploma thesis is the elaboration of the revitalization of a multifunctional building in Uherský Brod. The assignment was the elaboration of the project documentation for the issue of the building permit. This building has four floors and one basement. The supporting system of the building is reinforced concrete frame with brickwork. Ceiling structures are from reinforced concrete primary and secondary beams with slabs. Roofs of the building are designed as pitched roof, warm flat roof and double–skinned roof.

This diploma thesis deals with the constructional and technological project of reconstruction of building Rooseveltova in Brno. The basis for this work was the design documentation for the realization of this project. The technical reports provides all the basic information about the construction to this project. Demolition works and implementation of cast-in-place reinforced concrete floor are detailed processing in the technological regulations. Control and test plans, time and financial plans, drawings of building equipment, draft of machinery and plans of health and safety and fire prevention are also component of this project. Another annex of this thesis is budget and selected assembly details.

This thesis deals with a construction-technology plan of two-story nursery school in Brno, district Bystrc. Thesis contains engineering report, financial and time schedule for structures, project of construction site, noise study, technological notes and inspection and test plans for cast-in-place reinforced concrete slabs and for prestressed concrete Spiroll floor slabs, formwork study, list of main machines used during construction, time schedule, needed quantity of workers and itemized budged for carcass, budged for whole building and comparison of cranes. Moreover, in appendices are drawings of approaches and processes during construction in its different phases.

This diploma thesis presents a project documentation for construction of a community centre with a restaurant. Its construction site is located on the outskirts of town Jaroměřice nad Rokytnou, Poděbradova street. The building is composed from three parts, which are connected to each other. The first part houses the restaurant with its facilities. This part is a single floor structure covered by a flat green roof. Its façade is formed by white boards composed into an asymmetrical pattern. The second part serves as a backstage area where all the necessary facilities are located. This second part of the building is as the first part a single floor structure covered by a flat green roof. Its façade is formed by façade timber boards. The main entrance is located in the middle part, which is the third part the building. It has two floors and it houses an auditorium, a bar and amenities. Its façade is formed by trapezial boards. The construction system is formed by load bearing walls and by prestressed concreted floor panels or in some parts by cast-in-place reinforced concrete slabs. The building has strip foundations. Its interior walls are built from sand-limestone bricks with acoustic properties. The perimeter walls are covered with ventilated façade with mineral wool thermal insulation. The heating of the community centre is powered by gas boiler connected to single-vent chimney with ventilation shaft.

It is about new-built Retirement center standing alone in the cadaster unit of the town Velké Poříčí. The building has four- floors without basement. It is located in flat terrain near the river in quiet location. The house is built as letter L form. The Retirement center is adapt for disabled people. In the first floor is dining room, doctor´s office, part for employees and technical facilities for house. In the second and third floors are apartments. There are 12 single rooms for one person, 6 single rooms for pair with sleeping in one room and 4 apartments for couple with separated bedroom. In the fourth floor is access to roof terrace. The structural systém of the building is composed of precast concrete frame by Prefa, infill wall from ceramic masonry. Vertical structures are built by prestressed concrete floor slab Spiroll. The building has ventilated facade with mineral wool with facade cladding. The roof is warm flat roof with half intensive green roof.

The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.

This final thesis is divided into two parts. The first, theoretic part is focused on issue about industrial concrete floors, their production and adjustment. Special attention is paid to the mineral shakes, steel fibres and concrete, which is used to these constructions. There are more information about specific standardized tests of steel fibre concrete and some damages of concrete floors in other chapters. Second part of the diploma thesis is practical. Theoretical knowledge are applied to the actual construction. Survey methodology and diagnostic work are also desribed. Data processing and evaluation with the commentary is also attached to this part. The conclusion summarizes the results and selected findings relating to the issue are also included there.