The diploma thesis deals with the construction of a new community centre and reconstruction of an existing church and a parish in Ostrava-Kunčičky. The aim of the thesis is to revitalize the area of the potential centre of happenings in Kunčičky and to respond appropriately to the context and character of the place. The design works with objects equally and creates a solid image of the spiritual and community centre. The building complex helps to activate the site itself and its surroundings and brings a new impulse to community life in the area. Community centre and interventions in the existing buildings efficiently and adequately use the parcel. The design strives to use the potential of the place and works with hidden links to the surroundings. The resulting solution is characterized by its multilayer nature. Partial fragments help to create a complex unit with a number of new outdoor areas of different character, scale and utilization. Two-storey compact structure of the community centre includes social and leisure time facilities. The chosen technology of the building is in accordance with the specific social structure in the area and the operational and economy aspect alongside. The main goal in the reconstruction of the church buildings and parish is to build up on their values, uplift qualities and to purify them from inappropriate elements.

This diploma thesis is focused on the description and summary of existing knowledge about vibro-pressed concrete products with treated surface with protective coating, that is hardering by ultravioled and infrared radiation. The theoretical part describes the production of vibro-presses products, possible wayt of finishing the surface including the description of the most commonly used materials and the methods of application and hardering of protrctive coating on the surface. Another point of the theoretical part is creating of lime efflorescence on the concrete surface and their subsequent disappearance. The experimental part of the thesis is ficused on obtaining information about the properties of the modified pavements by these techologies and comparing the acquired properties with the charakteristice of the reference pavements that do not have any protective coating on their surface.

Impregnace na bázi silikátů se široce používá k ochraně betonu před agresivním prostředím. Pochopení aspektů týkajících se tohoto typu impregnace však není zcela jasné. Tato práce představuje informaci o jednotlivých vlastnostech vybraných křemičitanů, přesněji draselného, sodného, lithného a koloidního oxidu křemičitého (koloidní silika), dále o účinnosti z hlediska nasákavosti, stupni účinku na hydrataci cementu, schopnosti těchto látek uzavřít póry a jejích vliv na mikrostrukturu cementového substrátu a na penetrační schopnost. Účinnost filmotvorných látek byla hodnocena jak na čerstvém cementovém tmelu, tak na vyzrálejším, aplikovaných po 1 a 24 hodinách od smíchání směsi. K dosažení kvalitativních výsledků byly použity instrumentální metody, jako je rtuťová porosimetrie, rheometrie, izotermální kalorimetrie, rentgenová difrakční analýza a skenovací elektronová mikroskopie. S ohledem na provedené testy byla prokázána určitá účinnost ošetřujících přísad. Výsledky všech testů ukázaly vyšší účinnost těchto látek v případě ošetření na vyzrálejším cementovém povrchu, což bylo pravděpodobně způsobeno vyšším stupněm hydratace, díky čemuž se vytvořily nové fáze, se kterými silikáty byly schopné zareagovat a jistým způsobem ovlivnit mikrostrukturu.

Topic of this master’s thesis is a retirement house in village Telnice. The project was designed directly for village Telnice according to their requirements. It is a three-floor construction complied with country style. The building has a saddle roof. A flat roof is used over terraces which join each floor with the outside. Construction material is brick masonry with a thermal insulation system. Parts of the diploma’s thesis are also calculations of the thermal-technical parameters and fire safety of the building, concrete structures and technical equipments of building.

The aim of the master´s thesis is to analyze the types of road restraint systems, a description of testing road restraint systems and the use of wire rope safety fence in the Czech Republic and abroad. In addition, there is an analysis on the highway of R48 in the section Nový Jičín – Příbor and assessed in terms of the number and type of accidents in connection with wire rope safety fence.

It is about a new building, Free times activits center 3710/3 in a catastral Pardubice 717657. The building has two floors, withount any cellar. The structure system of walls is bassed on the basse passes. Horizontal structures are made from prestessed panels. The roof is flat, only one – coated. Floors are hooked uz by concrete stairs and by lift.

The thesis dealt with newly built detached house for seniors. The building is designed in the village Drnovice, Blansko district. House for seniors has one basement and three floors. In the basement are designed therapeutic ingredients such as physiotherapy, massage, gym and the appropriate sanitary facilities. Further there are technical facilities, sanitary facilities and lockers for employees. The first floor is designed to entry, reception, library, lounge, dining room and other spaces. Second and third floor is designed for living. Dimensions of the maximum contour of the house are 55,14 x30,34 m. Foundations are of strip footings of plain concrete C16/20. The thickness of the base concrete slab is 150mm and is reinforcer with KARI networks 100/100/6. The building is made of Heluz system, perimeter basement walls is made of the BTB fittings. The staircase is a reinforced concrete slab. The roof of the house is flat, single.

The topic of this dissertation is a new building of Multifunctional building in Třebíč on parcelas number 1237, 1238, 1239. The Multifunctional building is situated on nursery sloping terrain. It´s designed as a four-floor house without a cellar. Ground plan size of the object are 15,35 m x 44,3 m. Parapet is situated 12,95 m high over the first floor. The building is build on a concrete foundations. From the point of view of construction the building is combination of a concrete breeze-block which are in ground floor and ceramic breeze-block which are in another floor of the building. Ceiling is designed from prefabricated filigran floor slab produced out of special liapor concrete. Staircase is iron-concrete with ceramic pavement. The object is roofed with flat roof which is drain of water using roofdrain.

Master’s thesis „Nursery School" is proceed in form of project document, including all requirement according to standards and regulations. New building is located on parcel number 439/50 in city Přerov. Detached building has three floors and is partly cellarage. It is brick construction system based on packs. The roofs are flat, and constructed as single shell. Te floors are connected by prefabricated concrete staircase and by elevator. The nursery school is designed as a four departments building, with capacity of 96 children.

This is a detached office building with halls located in an industrial zone. The building is situated in Ostrovačice. The office building has two floors without cellar. There are an entrance hall with reception, three office rooms, kitchen with dining room, archives, restrooms and technical background on the first floor. There are one office room, office of managing director, office of traders, boardroom, training room, kitchen and restrooms on the second floor. From the entrance hall you can climb from double staircase to the roof. The building is covered by single-layer flat roof. This is extensive green roof. The building is based on the footings of plain concrete and is built from the building system POROTHERM with contact insulation system from company ISOVER. The office building has a production and storage hall. There are an entrance hall, dressing room for men and other also for women with shower, separate toilets, kitchen with dining room and engine room of ventilation in production hall. Built-up area is totally 1926,6 square metres.