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The subject of the diploma thesis is a home for the seniors in the village Nové Veselí. The building is designed on flat terrain. The main entrance is oriented to the north. It is a building with one basement and three floors. The building is designed of brickwork POROTHERM. Basement wall is made of reinforced concrete. The building is covered flat roof. House is designed for desabled persons.

This is a detached multifunctional building in the construction of commercial and residential buildings. The building is located in České Budějovice. Multifunctional building has five floors, one underground floor and a partial basement. The building is covered single-surface vegetation and double skin roof rack. On the first floor is a multifunctional building with reception vestibule, hall of which are accessible to all businesses and also the staircase space. The first floor is also a cafe, spatially separated from the multifunctional building. The café includes restrooms and stairs to get to the hinterland own cafe, where there is room for staff, toilet and are relevant warehouses drinks and other amenities. On the second floor there is a fitness center with all facilities and sanitary facilities. The gym also includes a reception and a health food store. In the third to fifth floor are residential units. A total of 5 apartments, where 2 and 3 flats are always identical. The building is based on foundation strips of plain concrete and masonry made of POROTHERM building system with a contact system of the company ISOVER. The project has been prepared complete documentation of new multifunctional building at the level of documentation for construction. Design of the building emphasizes the static and layout, fire safety, energy savings and safety in use. Drawing documentation was realized in ArchiCAD.

The subject of the diploma theses is a house for the elderly. The building is designed on flat terrain in the Přerov cadastral, Dvořákova street. The building is designed for the permanent housing of the elderly, with the possibility of using day care services. There is a 25 residential units. The building is divided into two parts, three flors are supposed to living and the rest two floors made operating part. On the first floor there is a medical surgery, and a café. The building is designed of brick construction system ceramic blocks Porotherm. Ceiling structure is made of Porotherm Ceiling. The whole building is covered with flat roof. Home of the Elderly is designed as barrier-free.

Writing of this master thesis was stimulated by my participation on compulsory practice and the level of its interest. The master thesis includes the description and technical documentation for the construction of the reinforced concrete building foundations. The aim of this thesis is to solve the method and potential problems of the concreting. As for the concreting machinery, I suggested to use the machines (mixer truck and mobile concrete pump) from the nearby concrete plant to reduce the total transportation costs. I’ve made an analysis of machine renting fees and price of fresh concrete between local distributors. The main contribution of the master thesis is acquaintance with the construction of the apartment building and with a practical side of preparations before the construction begins.

Les parois moulées sont des ouvrages de fondations en béton armé. Le béton de paroi moulée n'est jamais vibré et présente une fluidité élevée. Les observations effectuées après le terrassement et le rabotage des parois montrent que celles-ci présentent des défauts qui sont reliés au ressuage du béton lors de sa mise en place. Les cheminées de remontées d’eau représentent 90% des désordres observés sur les chantiers. Les constituants du béton sont souvent mis en cause. Une étude a été menée afin de comprendre l'influence des divers paramètres affectant le ressuage. Quatre formulations de béton issues de chantier ont été caractérisées en laboratoire. Une formule a montré sur chantier sa robustesse vis à vis du ressuage, tandis que les trois autres formulations ont abouti à des pathologies plus ou moins sévères. La formulation qui présentait le plus de pathologies a été modifiée de manière à observer l’effet des constituants de la formulation vis à vis du ressuage forcé et statique. Différentes pressions ont été étudiées afin de simuler différentes hauteurs de paroi moulée. Cette étude a permis de valider la pression 5 bars prédite par les recommandations Bauer. La formulation de base de ce béton de fondation a été modifiée de manière à obtenir une courbe granulaire continue, un rapport G/S proche de 1 et une augmentation du dosage en fines supérieur à 430 kg/m3. Les résultats des essais ont permis de limiter le seuil admissible du filtre presse Bauer à 15 ml au lieu de 24,4 ml. Les formulations du béton de fondation de plusieurs chantiers de parois moulées ont été modifiées, ce qui a permis de valider les prescriptions précédentes. Des recommandations ont pu être proposées. / The diaphragm walls are foundations made with reinforced concrete. The concrete of diaphragm wall is never vibrated and has a high fluidity. The observations recorded following excavation and planing of diaphragm walls demonstrate that defects are observed which are correlated with concrete bleeding during placement. Water upwelling pathology represents 90% of all disorders observed at project sites. Mix components are often implicated. A study was conducted to understand the influence of various parameters affecting the bleeding. Four concrete mix designs derived from the field were characterized in the laboratory. On a jobsite, one design has, revealed its robustness with respect to bleeding, whereas the other three have led to pathologies of varying severity. The tested concrete displaying the most of pathologies was modified so as to observe the effect of different mix components on the forced and static bleeding. A range of pressures was introduced as a means of simulating various diaphragm wall heights.This study validated the pressure 5 bar predicted by the Bauer recommendations. The basic formulation of this concrete of foundation has been modified in order to have a continuous granular curve, G / S close to 1 and an increasing in the dosage of fines greater thinly than 430 kg / m3. The results of tests served to limit the admissible threshold of filter press Bauer at 15 ml instead of 24,4 ml. The formulations of the concrete foundation of several diaphragm walls have been modified accordingly, which validated the previous prescriptions. Recommendations have been proposed.

The diploma thesis deals with superstructure of apartment building in brno, which is located in a row house construction. The goal of the diploma thesis is to design new supporting structures and minimize the load from these construction because of low reservs in the load capacity of the existing supporting walls. the thesis contains a technical report, analysis of statics, drawing documentation and visualization. The internal forces were executed by software scia engineer.

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.

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.