The aim of master thesis was design and assessment foundations of waterproof concrete. Computational software Dlubal RFEM 5.07 used to calculate internal forces. Calculation in acordance with applicable standards.

Användandet av betong som ersättare för stål vid produktionen av vindkraftverkstorn har ökat den senaste tiden. Betongtorn är betydligt billigare än ståltorn men problem som sprickbildningar, frostsprängningar och följaktligen armeringskorrosion har uppstått bl a på grund av vibrationer från rotorn. I fundamentet i vindkraftverk kan ovan nämnda problem också uppstå och det uppfyller således inte alltid funktionskraven. Det här examensarbetet undersöker möjligheten att eliminera dessa problem genom att använda en sorts högpresterande betong kallad UHPC 2.2 med syntetfiberarmeringen, STRUX. Jämförelser mellan tidigare empiri om högpresterande betong och laborativa tester på UHPC 2.2 visar att den senare är beständigare och ger möjligheter till en större sprickfrihet. Sammanfattningsvis har den högpresterande betongen med fiberarmeringen STRUX visat sig vara en konkurrenskraftig möjlighet på marknaden. / The use of concrete has recently increased as a replacement to steel for the construction of towers for wind power plants. However there are problems such as cracking or frost scaling and finally corrosion of reinforcement, partly due to vibrations caused by the power plants' blades. In the foundation of power plants, the above problems also occur and do not always fulfill the functional requirements. This thesis investigates the possibility to eliminate these problems by using a special kind of high-performance concrete called UHPC 2.2 with synthetic fiber reinforcement, STRUX. When comparing previous empirics about regular concrete with laboratory tests on this high-performance concrete, we find that the later is more durable. In summary, the high-performance concrete with fiber reinforcement STRUX is shown to be a competitive market opportunity.

Aim of the final thesis is to create loadbearing prefabricated structure of building, which serve like office building and area for car-showroom, and creating static assessment of main supporting parts. For those parts will make drawing documentation of reinforcement and shapes. Computational 3D model for evaluation of internal forces is realized in Dlubal RFEM 5.07 software. For better check and comparison were create 2D spatial bar models of selected frames.

The final thesis is focused on a newly-built hotel with wellness in Luhačovice. Luhačovice is a spa town in the region of Zlín. The plot is situated on the outskirts of the town in a mildly built-up area. The terrain is sloping with a view of the town. The building is divided into three operating parts – wellness, restaurant with café and premises for temporary accomodation.The structure is a four-story building with a cellar. The building foundations are based on the reinforced concrete foundation slab. The load-bearing structures of the basement and the ground floor are formed by reinforced concrete walls complemented by reinforced concrete columns. Upper storeys are designed in the system of Porotherm. The floor structure is cast-in-place reinforced concrete. The building is roofed with green roof.

The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to the local road „Námestie slobody“ from the south-west side. Except the building, there is a service road, lay-by and parking areas for the motor vehicles in number of 52, lay-by area for cyclers and green vegetation in the mentioned parcels. The construction of the property is dealt with a monolithic reinofrced concrete skeleton with brick filling, it is covered with flat single roof and it is grounded on the reinforced concrete foundation slab. In the neighbourhood there is a church, residential house-buildings, shops, services, the old riverbed of „Váh“ and a cycle-way. With the height of nearly 30m it will have a status of the city centre dominating feature, after the completion it will create architectural surroundings in the city „Púchov“. By its development, it is expected the increase of work facilities in the mentioned area and improvement of the social services.

This Diploma Thesis addresses the new building of the municipal library. Building has two floors and one basement. Operation of library is divided into public and private part. In the basement there are technical facilities, storage space and archive of books. In the first floor is space for the readers and coffee bar. In the second floor is study room, conference room and offices to ensure the operation of the library. All floors are equipped with sanitary facilities and room for staff. The building is covered with flat ply roof.

The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.

The diploma thesis is focused on design and assessment of mounted storage hall. I have designed prestressed truss, reinforced truss, beam, column and foundation pad. I have made calculations for consideration of ultimated limit state as well. I have made analysis of internal forces for beams just with manual calculations. Analyses of internal forces for column and foundation pad were found with Scia Engeneer. All calculations are following the Eurocode 2. All designed elements have formwork drawing and reinforcement drawing.

The thesis is focused of proposal and procesing of project documentation Center for waterskiing. The proposed object is located in the western part of the town Soběslav, in the locality aimed at sports activities. The building is created of facilities for summer sports, especially water skiing and wakeboarding. Further there will be built a playground for ball sports and track on roller skates. This is a three-storey no with a cellar object with a flat roof. The object is based on the foundation reinforced concrete pads a strips. The first floor is bricked of permanent formwork and partly of cast in place structure. The second and third floors is designed of clay blocks POROTHERM. This masonry is insulated with the aid of external contact thermal insulation. In the western part of the building is designed ventilated facade. The floor structures is designed from prestressed reinforced concrete panel SPIROLL and partly from reinforced concrete slabs. The object is divided into several operating units. They are the gym and its facilities, restaurant with kitchen, facilities for employees and the necessary storerooms, coffeehouse, shop with sporting equipment, rental equipment for water skiing and a dressing room serving the outdoor sports. The essential part of the second floor is comprised outdoor terrace. From this terrace is allowed entry to the coffeehouse, restaurants, shops and on the main staircase.

The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms and utility room. Object is based on concrete foundation pads and strips foundation. Structural system of the object is combination of column system from cast-inplace reinforced concrete and wall system from brickwork. Floor structures over above the first and second floor are designed as castin- place reinforced concrete, floor structure above the third floor is folded from wood beams. Loadbearing structure of roof is system of glue laminated timber girders, roof cladding is mechanically anchored.