This work claims to study the technical feasibility of using ferrocement panels as permanent self-supported formworks for execution of bridges on local roads. It is justified by changes in the production structure of agriculture in general that resulted in changing the type of traffic, impacting the service life of special engineering structure and also the limited capacity of infrastructure investments and technical capacity of municipalities to whom these systems are jurisdictional . The study was done by the development of theoretical models of a size which can be positioned with simple equipment and check its structural plates. The methodological approach included bibliographic and document analysis research. The theoretical development studies considered the reference group recognized research, relevant technical standards and analytical models already consolidated. / O objetivo deste trabalho é estudar a viabilidade técnica do uso de placas de argamassa armada como formas permanentes e autoportantes para execução de pontes em vias secundárias e vicinais. Justifica-se pelas mudanças da estrutura produtiva da agropecuária em geral que resultaram na alteração do tipo de tráfego, com impacto na vida útil das obras de arte viárias e também na baixa capacidade de investimentos em infraestrutura e capacitação dos municípios a quem estes sistemas estão jurisdicionados. O estudo foi feito pelo desenvolvimento teórico de modelos de placas de dimensões tais que possam ser posicionadas com equipamentos simples e a sua verificação estrutural. A abordagem metodológica contemplou pesquisa bibliográfica e análise documental. O desenvolvimento teórico considerou estudos de referência de grupos de pesquisa reconhecidos, normas técnicas pertinentes e modelos analíticos já consolidados. / Mestre em Engenharia Civil

The subject of my master‘s thesis is A new cultural society center building in Frýdek-Místek. The work is explained in the form of project documentation for the execution of the building containing all the requirements following the legal standards and regulations. The land is flat. It is a two-storey, basement building. The supporting system of the object is a monolithic reinforced concrete skeleton filled with ceramic blocks. Basement masonry is permanent formwork. The roof and ceiling structures are made of reinforced concrete slabs. Roofs above both of the first floors are flat green roofs, the roof above the second floor is also flat formed by river rock. The new building of the cultural society center corresponds to the town plan of the town of Frýdek-Místek. The design was influenced by the layout, static and architectural features, and energy savings.

The focus of the diploma thesis is a new building of preschool in Velké Němčice. The structure is comprised of three classrooms, each for twenty children. The education of the children is secured by six teachers and a head teacher. There are three employees who attend to the food preparation and the maintenance and upkeeping. The meals are secured by a catering company. The structure is designed as double-storeyed without the cellars. The floor plan is in the shape of the reverse letter L. There is a flat one-deck roof. The building was designed as a brick panel structure with the external thermal insulation composite system. It is betted into a flat terrain.

It is a mountain inn with restaurant, situated in the village Pstruží. The building has a footprint L. partial basement and has two floors. The object is divided into a public part and the operating part, which is the operation of the restaurant. The roof is pitched with a slope of 35 °. On the second floor are offices leadership pension. In the basement there is a technical background.

This diploma thesis deals with design documentation of New mixed-use building in Bruntál. The building is located in the centre of the Bruntál on the plot number 83/1. Regulatory plan defines this plot for construction. It is marked as SC – mixed-use residental plot. The building contains the main conditions of use – living, shopping, restaurant and administration. The building has 3 above-ground floors and 1 basement. At ground floor there is café and shop. At first floor there are offices and conference room. At second floor there are flats. In basement there is utility room, cellars, garage and storages. The café and shop is separated and has its own entrances. Horizontal and vertical load-bearing and non-load bearing structures are bulit of permanent formwork VELOX – perimeter load-bearing walls are sandwiches, internal load-bearing walls are of cast-in-place reinforced concrete, which is covered by permanent formwork. Non-load bearing walls are bulit of 2 boards of permanent formwork with inserted acoustic insulation. Vertical load-bearing structures are made of cast-in-place reinforced concrete, which is covered by permanent formwork. The building has concrete foundation strips and cast-in-place reinforced concrete stairs. The roof has got classical order of layers.

The subject of this thesis is the process of building technical part of the design documentation for the realization of a newly-built restaurant and facilities for Czech fishing union in the village Lačnov. The building consists of two objects interconnected by a connecting neck. The ground floor of the building with a flat roof is used as a restaurant. The restaurant is wheelchair accessible. Public entrance is from the southern side. The entrance for the staff and the supply will be from the east side. Facilities for staff and technical facilities there is in the northern part of the building. On the second floor there is an office, a meeting room and a training room for the Czech fishing union. In the second object with a gabled roof is an apartment for a fishing man and a shop with small fishing equipment. There is also a showers and toilets for the disabled. The technical background is situated in the attic. The house is based on strips foudations. Vertical loadbearing structures above ground are made of Porotherm system, external walls of the basement are made of prefabricated concrete shuttering blocks. Horizontal structures are designed as a monolithic reinforced concrete slab. Building is insulated. Part of the external wall finish are made of silicone plaster and part of it consists of ventilated facade with timber cladding.

The objective of the thesis is newly built winery in the wine cellars alley situated inVlkoš u Kyjova in the South Moravia Region. Capacity for wine production is around 180,000 litres. In the building are the tasting rooms and pension with the capacity of 30 people. The building has three floors and a partial basement. The winery is located on sloping land. The building is designed as a brick construction, where underground vertical structures are made of blocks permanent formwork Best and part above ground is made of ceramics blocks Porotherm. The horizontal structures are made of prestressed ceiling panels Spiroll above the production area and the rest is made of ceramics system Porotherm. The gable roof, the walkable and warm flat roof are used in the project. The main goal of diploma thesis is to draft a develop project documentation for building construction.

The subject of the diploma thesis is new stand-alone hotel with a catering service and a relaxation zone including a fitness room, a table tennis room, massages and a solarium. The individual functional parts are separated and can be operated independently of each other. The Building consists of three floors. The ground floor will serve to run a restaurant with a background and a for relaxation zone, the remaining two floors will be used to accommodate guests and the necessary facilities. The maximum capacity for the accommodation is 59 people and requires four employees to operate it. The restaurant is designed for 81 guests and a total of 7 employees. The relaxation part is for guests only and is not accessible to other people. The structure is based on strip foundations from plain concrete and reinforced concrete foundation footing. Peripheral vertical load-bearing structures of the first above-ground floor are designed from permanent formwork system, all others loadbearing walls will be walled-up from vertically perforated block laid on thin-film adhesive. The floor structures are designed as an assembly of prestressed hollow core slabs. Roofing of the building will be made as a flat vegetation roof.

The subject of the diploma thesis is technical part of the project documentation for the new accomodation facility in the city of Znojmo in the cadastral area of Znojmo. The building is a three-storey, partly basement. The roof of the house is build as a flat roof. The building is created of clay blocks and permanent formwork. The ceilings are made by reinforced concrete slabs. The object is situated on a flat terrain. On the first floor, there is a main entrance, a reception, a dining room, a kitchen, atechnical facilities for the stuff, storage areas. On the basement, there is a technical background of the building. Rooms for guests are located on the first and second floor.

Seminar work solves project documentation of new-build multifunctional house on the street Generála Píky, Brno-Černá Pole. The building is designed as a four-storey partially basement. On the first floor there will be two commercial units, technical background of the house and storage space for apartments. The second floor will be used for administrative purposes. The third and fourth floors will be used for residential purposes. There are 6 cellars in the basement. The building is designed as barrier-free. Parking of vehicles is designed in the courtyard. On the 4th floor there is an exit to the roof of the building.