The building of Roman Baths and sauna world forms, along with a formerly-designed waterpark, a stand-alone recreational and sports compound in the vicinity of “Růžena's” quarry and the former “Hády” quarry in Brno. The mass of the object is nearly cubic, and in the cross direction it is complemented with an external atrium, with swimming pools situated next to the central glass-fronted part of the object. This bright space functions as a place of relaxation and offers a view of the city of Brno. The view and solar energy have been used in the south-western part as well, where a two-floor glass front has been designed. On the facades of the object there are narrow vertical windows which create an effect of dripping water. The primary architectonic plan has been to create an object offering relaxation, originated in the principles and traditions of Ancient Roman bathing, complemented with a sauna world and further related relaxation establishments.

This diploma thesis, called „Parish church, Brno-Líšeň“, is compiled as documentation for building construction. There is one complex building situated in slope. Therefore it consists of one partly underground floor and first floor. It is divided into three sections. Central part is designed as round-shaped body of the church with tower in the southern part of the church. Shed roof has an angle of 7° for body and an angle of 13° for tower. From the western side there is an administrative area connected to the church and from eastern side there is a community area which is supposed to be used as residential premises. Roof of both these parts is constructed as flat vegetative roof. Structural design is systemic, Velox. Foundation construction combines concrete and ferro-concrete belts and footing.

Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.

The subject of this thesis is the construction and technological project for distribution warehouses in Prague. Textual part contains a technical report on construction technology project, wider relations of traffic routes with marked critical points, the study of the main technological stages of the building, principles of organization of construction, design of the main building machines and mechanisms, technological regulations, inspection and test plans, health and safety on the site. In the section with attachments there is a map of the locality, drawings of site facilities, including road signs, charts of the movement of machines, the schedule of the main building structure, the budget of the main building structure, a plan for securing material resources, time and financial plan, an economic evaluation of site facilities, details and other technical documentation stages.

The subject of the thesis is the construction-technological project New flats of Study and Information Centre of Faculty of Veterinary Medicine in Brno. The building will offer a modern study environment for students. There will be a space for the central library as well as the study centre in the SIC. Also, the university archive and museum depository of the Institute of the History of Veterinary Medicine and Pharmacy will take place there. The building will be constituted of three five-floor blocks with overall groundplan size 72,40 x 30,50 m. The construction system is comprised by a ferroconcrete frame. The block C (the northern one) has one underground floor. At the level of the first uderground floor, the particular blocks are interconnected by an installation corridor. At the level of the second and third above-ground floor, the blocks are linked up with ferroconcrete connecting bridges. In the case of the fourth above-ground floor, the blocks are bridged by a dimensional steel construction which at the same time forms a roof and lifts the glassed frontage along the perimeter of the building. The fifth above-ground floor disposes of recessive steel extenstions of the engine rooms of air conditioning system.

The subject of the thesis is the Constructive-Technological Project of building New Flats – Bystrice on Paseky. The building will be realized at the building plot of land within a developed area. The attempt is to leave the calm rural character of the surroundings undisturbed. The bulding is supposed to merge with the surroundings. Concerned are two apartment buildings with grand plans of 18 x 36 meters, disposing of three above-ground floors, no cellar, and a panel roof. In order to make the building merge with the surroundings, a wooden external cladding has been projected. Thus, the building is supposed to give the impression as if it was constructed of wood.

The subject of the diploma thesis is a technological construction project of heat feeder on the hot water pipeline between České Budějovice and nuclear power plant Temelín. The main object is an industrial hall made of steel and brick administrative part. The hall is a steel structure clad with sandwich panels. The administrative part is single-storey building from bricks and has a flat roof. The construction also includes an access road with car park.

The diploma thesis is focused on the elaboration of a construction technology project for the construction of a new hospital pavilion in Český Krumlov. The thesis processes the preparation of construction and proposal of the organization of individual activities on the construction site in time sequence. The thesis contains technological regulations for the foundation of construction and realization of the monolithic frame on the 1st floor, which also includes drawings of the formwork of the ceiling slab and a scheme of formwork of columns and walls. Further contents are technological report, technological study of realization, transport relations, time and financial plans, complete construction site equipment for the whole construction phase, design of construction mechanisms and assessment of their suitability for use, resource balance, technological analysis, itemized budget, and occupational health protection for selected processes and noise studies dealing with the impact of building construction on the surrounding development.

The diploma thesis elaborates the project documentation for the construction of a new apartment of central fire station type C1 with the administrative part of the Territorial Department. The fire station is technologically linked to the second building SO.02 the technical and technological background of the fire station. The building is situated on the eastern edge of Svitavy. The building is non-cellular, it has three floors and a flat green roof. Three floors fulfilling matter with mainly administrative function is connected with two floors blocks fire station with an indoor gym. Above the floor containing garages for emergency vehicles facilities for the emergency unit are placed with a curtain that creates fading of the emergency door. The matter of the gym is optically separated from the station and highlighted with a volume narrow neck and height elevation. In the station there are training places and places for general physical preparation. The buildings are located in a sloping terrain. The ground fire station has a heliport. The establishment supporting columns of the building are for made of prefabricated calyx, and are concreted into monolithic foundation pads. Infill wall vertical bearing and non-bearing structures are designed from clay blocks type THERM. The bearing system is reinforced concrete prefabricated frame. Horizontally bearing structures are designed from prestressed hollow core slabs. The building envelope is made of a curtain wall in dark grey and red combined with a light contact thermal insulation system used on the indoor gym. The envelopes are in the administrative part and the part of the station divided by a glazed area. In the workshops and technology room the envelope is divided by lamellae. Usually there are 13 firemen during one shift, in three shifts there work 39 firemen all together. There are supposed to be 17 employees in the administrative department.

The repair of worn or damaged components is becoming more attractive to manufacturers, since it enables them to save resources, like raw material and energy. With that costs can be reduced, and profit can be maximised. When enabling the re-use of components, the lifetime of a component can be extended, which leads to improved sustainability measures. However, repair is not applied widely, mainly because costs of repairing are overreaching the costs of purchasing a new component. One of the biggest expense factors of repairing a metal component is the labourintense part of identifying and quantifying worn or damages areas with the use of various external measurement systems. An automated measuring process would reduce application cost significantly and allow the applications to less cost intense component. To automate the repair process, in a one-machine solution, it is prerequisite that a measuring device is included in the machine enclosure. For that, different measuring solutions are being assessed towards applicability on the “Trumpf TruLaser Cell 3000 Series”. A machine that uses the Laser Metal Deposition (LMD) technology to print, respectively weld, metal on a target surface. After a theoretical analysis of different solutions, the most sufficient solution is being validated by applying to the machine. During the validation a surface models from a test-component is generated. The result is used to determine the capability of detecting worn areas by doing an automated target-actual comparison with a specialised CAM program. By verifying the capability of detecting worn areas and executing a successful repair, the fundamentals of a fully automated repair process can be proven as possible in a one-machine solution. / Tillverkare har börjat se stora möjligheter i att reparera slitna eller skadade komponenter som ett sätt att spara resurser, så som råmaterial och energi. Med den besparingen minskar kostnaderna och vinsten kan således maximeras. Reparation möjliggör även återanvändning av komponenter, vilket förlänger komponentens livslängd och leder till förbättrade hållbarhetsåtgärder. Dock tillämpas reparation inte i någon stor utsträckning i nuläget, främst eftersom kostnaderna för reparation överstiger kostnaderna för att köpa en ny komponent. En av de största kostnaderna för att reparera en metallkomponent är att identifiera och kvantifiera slitna eller skadade områden med hjälp av olika externa mätsystem, som är en väldigt arbetsintensiv process. En automatiserad mätprocess skulle minska avsökningskostnaden avsevärt och således reducera den totala kostnaden för komponenten. För att möjliggöra en automatiserad reparationsprocess i en enda maskinlösning är det en förutsättning att en mätanordning ingår i maskinhöljet. Därför har olika mätningslösningar utvärderats med avseende på användbarhet i "TRUMPF TruLaser Cell 3000 Series", vilket är en maskin som använder Laser Metall Deposition-teknik (LMD-teknik) för att skriva ut och svetsa metall på en definierad yta. En teoretisk analys av olika lösningar har utförts, där den teoretiskt mest lämpliga lösningen validerades genom att appliceras till maskinen. Valideringen genererade en modell av ytan av en testkomponent. Sedan utfördes en automatiserad, målrelaterad jämförelse med ett specialiserat CAM-program baserat på modellresultatet, för att bestämma möjligheten att upptäcka slitna områden. Genom att verifiera förmågan att upptäcka slitna områden samt genomförandet av en lyckad reparation kan grunden för en helt automatiserad reparationsprocess bevisas som möjlig i en enda maskinlösning. / Das reparieren von abgenutzten oder beschädigten Komponenten wird immer attraktiver für Hersteller. Es ermöglicht es Ressourcen einzusparen wie beispielsweise Rohmaterial und Energie, was die Lebenszeit einer Komponente verlängert und damit die Nachhaltigkeit verbessert. Allerdings ist Reparieren nach wie vor nicht weit verbreitet, hauptsächlich dadurch bedingt, dass die Reparaturkosten die Kosten für eine neue Komponente übersteigen. Einer der größten Kostenfaktoren des reparieren einer Metallkomponente ist der Arbeitsintensive Teil der Identifizierung und Quantifizierung des abgenutzten oder beschädigten Bereichs mit verschiedensten externen Vermessung Systemen. Ein automatisierter Vermessungsprozess würde die Kosten signifikant reduzieren und neue Applikationen ermöglichen. Das automatisieren der gesamte Prozesskette – in einer Single-Maschinenlösung – erfordert, dass eine Messeinrichtung im Bearbeitungsraum der Maschine angebracht wird. Dafür werden verschiedene Lösungen nach Anwendbarkeit an der Trumpf Laser Cell 3000 Serie hin beurteilt. Eine Maschine, welche Laser Metal Deposition (LMD) als Technologie anwendet um Material auf Oberflächen aufzubringen. Nach einer theoretischen Analyse verschiedener Lösungen wird die beste Lösung va durch anbringen an die Maschine validiert. Bei der Validierung wird ein Oberflächenmodel erzeugt. Das Ergebnis wird dann genutzt um die Fähigkeit zu belegen, dass beschädigte Stellen, durch einen Soll-Ist-Vergleich in einem speziellen CAM Programm, automatisch detektiert werden können. Basierend auf diesem Beleg und mit dem Ergebnis eine Komponente erfolgreich reparieren zu können, gilt die These eines automatisierten Reparaturprozesses in einer Single-Maschinenlösung als beweisen.