This diploma thesis is focused on the design of a kindergarten and the processing of the design documentation for construction. The kindergarten is located on a large plot in a town Ostrava, an interface of boroughs Poruba and Třebovice. This object is free-standing with a partial basement. The building is divided into three functional objects – two single-storey parts and one double-storey part. There are two classes for the smallest children and a kitchen with a school canteen on the first floor. On the second above-ground floor there is a class for twenty-four children in early childhood. A class for pre-primary education and a principal’s office are also included. Vertical supporting structures in the above-ground floor are made of ceramic blocks Porotherm. In the basement there are reinforced concrete structures. Horizontal load-bearing structures are made of prestressed hollow core slabs Spiroll. The building is based on concrete strip foundations. Single-storey parts are roofed with a warm flat roof. The double-storey part is roofed with a cold flat roof with a timber truss girder. Close to the building there are two car parks – the first one is intended primarily for parents and teachers and the second one for personnel included cleaners and cooks.

The aim of the diploma thesis is processing of the design documentation for realization of the construction of a kindergarten in Havlíčkův Brod. It is a detached single-storey building that is functionally divided into three basic parts – the middle one, that contains a canteen with a preparation area and a serving hatch of food, and two connected side parts, left one and right one, each one of them is used as a classroom of the kindergarten with capacity up to 20 children for each class. The structural system of the building is created by a masonry system made of hollow bricks. The floor structure is designed of prefabricated prestressed concrete floor slabs, the roofing of the building is made of warm flat roof with extensive green vegetation covering. The external wall is supplied by ventilated facade which one is created by contact thermal insulation and by facade cladding of cement-bonded particle board. The building is set in a lightly sloping terrain.

The main subject of my diploma thesis is creating a design documentation for the construction of a hotel. The hotel has its own restaurant and is situated in the northern outskirts of Žďár nad Sázavou. The building is located on a slightly sloping terrain with small green vegetation. The hotel is three-story with partial basement. It is roofed with a pitched roof. The hotel meets the requirements of comfort star (***) in hotel rating. The accommodation capacity is 58 people placed into 13 rooms. Two rooms are designed to be accessible for people with reduced mobility and orientation. The rooms are located on the first and second floor. On the ground floor, there is an entrance hall with reception and toilets for the guests from the restaurant. In the south-western part of the hotel are located staff facilities such as a kitchen facility or a place of supply. The north-western part of the building is designed for the management and support areas. The building is designed to respect local regulations and construction principles. With its architectural design, the building completely fits into the surrounding landscape and does not disturb its character in any way.

The subject of this thesis is a design documentation for construction of a wellness centre. The main goals include creating structural and material solutions or designing a layout. The designed wellness centre is a building of 3 above-ground floors, which also has a basement. It is situated in a mild slope and shaped into a wave. The building will have a role of a local amenity, providing its visitors a wellness, 3 pools and a space for leisure activities.

В данной работе рассматриваются проблемы, связанные с моделированием навесных вентилируемых фасадов и оптимизацией работы с ними в среде Autodesk Revit. Данная работа проведена с целью предложения решения по сокращению трудовых и временных затрат проектирования модульных навесных фасадных систем. Результатом работы является написание инструкции по моделированию НФС по модульной схеме и оценка эффективности проектирования с учетом оптимизации процессов проектирования модульных НФС. / This paper discusses the problems associated with modeling hinged ventilated facades and optimizing work with them in the Autodesk Revit environment. This work was carried out in order to propose a solution to reduce the labor and time costs of designing modular hinged facade systems. The result of the work is the writing of instructions for modeling HFS according to a modular scheme and evaluating the effectiveness of design, taking into account the optimization of the design processes of modular HFS.

В данной работе рассматриваются проблемы, связанные с моделированием навесных вентилируемых фасадов и автоматизацией работы с ними в среде Autodesk Revit. Данная работа проведена с целью разработки скрипта для автоматизации расстановки фасонных элементов навесных вентилируемых фасадов. Для достижения цели были поставлены следующие задачи: рассмотреть степень изученности навесных фасадных систем в ТИМ, описать методику моделирования навесных фасадных систем по классической схеме, создать семейства откосов и отлива, написать скрипт и проверить его работоспособность. Результатом работы является Dynamo-скрипт, размещающий фасонные элементы, позволяющий уменьшить трудозатраты проектировщиков. / This paper discusses the problems associated with the modeling of hinged ventilated facades and automation of work with them in the Autodesk Revit environment. This work was carried out in order to develop a script for automating the placement of shaped elements of hinged ventilated facades. To achieve this goal, the following tasks were set: to consider the degree of knowledge of hinged facade systems in TIM, describe the methodology for modeling hinged facade systems according to the classical scheme, create families of slopes and low tide, write a script and check its operability. The result of the work is a Dynamo script that places shaped elements, which reduces the labor costs of designers.

In my diploma thesis, I focus on a building technology project of an apartment house in Prostějov. My work aims to design an optimal construction process. The thesis consists of a technical report, coordination drawing, project of the building site, building machines and mechanisms, time schedule and financial plan, description of technological process of the ventilated facade and of the monolithic reinforced concrete vertical structures including quality controls and testing plans. The process of making ventilated facade in comparison with the ETICS system is presented in more detail. Because the construction works take place in a city centre, the study of noise on the construction site is included as well.

Cette thèse porte sur l’analyse thermique et énergétique d’une fondation géothermique ventilée. A l’instar des échangeurs air-sol classiques (EAHE), celle-ci permet de rafraichir ou préchauffer selon la saison l’air destiné au renouvellement sanitaire des bâtiments. Face aux contraintes de rationalisation des consommations et aux exigences de confort thermique croissantes, ces systèmes passifs apparaissent comme étant prometteurs. Le principe de cette fondation est simple et similaire à celui des EAHE : faire circuler de l’air dans une conduite enterrée dans le sol (un à trois mètres) pour qu’il bénéficie - via convection - de l’inertie thermique du sol. La différence réside dans le fait que le canal dans lequel circule l’air n’est pas un tube en PVC ou aluminium mais fait partie intégrante de la structure du bâtiment, à savoir la fondation en béton armé. Ceci présente comme avantage majeur le gain de place lié à l’espace requis pour l’enfouissement des tuyaux. D’un point de vue thermique, la fondation échange non seulement de la chaleur avec le sol exposé aux sollicitations météorologiques mais aussi, et simultanément, aux sollicitations venant du bâtiment. De plus, la profondeur de la fondation – imposée par des raisons structurelles et économiques – est moindre que pour un EAHE traditionnel. Additionné au fait que le béton est poreux, la présence d’humidité peut fortement influencer la performance thermique de la fondation. Le présent travail propose donc d’étudier le comportement thermique complexe de cette fondation par deux approches. La première est expérimentale : un EHPAD équipé de deux fondations a été lourdement instrumenté et des données ont été accumulées sur plus d’un an. L’autre est numérique : deux modèles validés par comparaison avec les données expérimentales ont été développés. Le premier a vocation d’outil de dimensionnement, l’autre de compréhension fine des phénomènes physiques et prends en compte les transferts couplés de chaleur et de masse. / This thesis deals with the thermal and energy analysis of a geothermal ventilated fonudation. Similarly to earth-to-air heat exchangers (EAHE) this foundation enables, according to the season, to preheat or to cool down the air for the hygienic air change. Considering the energy consumption constraints and the buildings users thermal comfort desire, these systems appears to be relevant. The principle of this foundation is simple: to force the air to circulate in a hollowed beam buried into the ground (1 to 3m depth) so that it takes advantage - via convection - to the thermal inertia of the ground. The difference lays on the fact that the channel is not a plastic or aluminium pipe but it a part of the building structure, namely the reinforced concrete foundation. This induces a significant space gain, usually devoted to the pipe burying. From a thermal point of view, the foundation exchanges heat with both the soil beneath the building, and with the soil exposed to the weather thermal loads. Furthermore, the depth - imposed by structural and economical purposees - is lower than that of traditional EAHE. In addition to the fact that concrete is a porous material, the humidity content may strongly influence the thermal performance of the foundation. The current work thus proposes to study the complex thermal behaviour of this foundation in two ways. The first is experimental: an retirement home equipped with two foundation has been intensively instrumented and data recorded over more than one year. The other is numerical: two models validated against the experimental data have been developed. The first is intended to be a designing tool, the second a tool to allow a fine comprehension of the physical phenomenon and take into account coupled heat and moisture transfers.

The diploma thesis deals with design and elaboration of the project documentation of the sports center. The proposed sport center facility is located in the western part of Zruč nad Sázavou, in a location designed for buildings and areas of sport and relaxation use. The object of the sports center is designed as two-storey, non-blocked, roofed flat roof. The main feature of the sports center is the multipurpose sports hall with a single-shell curved flat roof. The supporting element is a curved glued lamellar truss. The proposed contruction of the sports center has 2 functional parts. This is a multipurpose sports hall with backgrounds (dressing rooms, washrooms), two squash courts, a gym and two exercise halls as well as facilities. The sports hal lis complemented by tribune for 380 spectators. The second part is a sports bar with a capacity of 40 people. The perimeter structures of the sports center are designed by a ceramic and insulated mineral wool contact systém with a ventilated aluminum facade. The supporting ceiling structure consists of prefabricated Spiroll panels. Designed 2 VZT engine rooms in 2nd floor, on efor 1st floor and second for 2nd floor including sports hall. Hot water heating by gas boilers. Part of the proposed construction is paved areas of parking lots

The diploma thesis deals with a new building of retirement home. This thesis aims to elaborate a project documentation for the construction of the building. It is a self-standing object on a flat land. The retirement home has one underground floor and three above ground floors. On the underground floor there are the retirement home’s technical equipment and warehouses. On the ground floor there are public services (patisserie and café, manicure and pedicure, pharmacy and hairdresser), dining room, the retirement home’s background which includes an office and a reception. The first floor and the second floor are designed for the accommodation of seniors in single and double apartments. There are also a common room and retirement home’s equipment. The bearing construction consists of ceramic masonry of thickness 250 and 300 mm and reinforced concrete columns. The masonry and the columns are based on a concrete bases and concrete beads. The retirement home is roofed with a double-skinned sloping roof with a load-bearing structure made of truss girders. The facade of the building is partly designed as ventilated. The object is insulated by a contact thermal insulation system.