The goal of the thesis and its theme “ Winery Object“ is to create the contract documents for realization of the building. Winery is drafted for processing the grapes. It is situated into steep land, in uptown of Pavlov. The building is designed as a detached object with three floors. The first floor is partially sunk into the ground. The building consists of two objects on the first floor and is connected into one joint area, where is space for aging the wine, bottling, storage area and shipping. The first part of the object includes administrative area, area for employees, grape press plant and cellarage. In the second object there is designed the room for degustation and in the loft area the room for drying the straw wine. Supporting brickwork is slated of cement bricks of sacrificial formwork, insulated and there is aired facade. Ceiling construction is made of cellular Spiroll panels. The entire object is roofed with queen post truss with burnt roof covering.

This Diploma thesis deals with the preparation of the realization of the railway viaduct in Ostrov nad Oslavou. Realization of major technological stages is addressed in building technological study. Technological processes of each sub-job phases are supplemented by technical regulations, the design of the main building machines and mechanisms, inspection and test plan, schedule of occupational health and safety, time and financial plan construction, construction budget, a plan for securing material resources. I also worked out the technical report of the building sites facilities including drawings needed. I also worked out design rehabilitation of the substructure of the railway viaduct, which is consist of technical regulations for remediation work and drawings.

The subject of my thesis is the design of new mountain hotel based on wood, which is located at the top of Little Maple, cadastral area Trinec-Tyra, the city of Trinec, Frydek-Mistek level documentation for construction. The building has a partial basement, with three floors. The supporting system consists of three structural systems. The structural system consists of basement formwork, the first floor is made of ceramic blocks heluz, second and third floor is designed as a timber frame panel. Roof structure is made up of lattice wood trusses and gabled aisle. Proposal mountain hotel respects the territorial plan of Trinec. Furthermore, emphasis is placed on the layout, including ensuring the design to the static, architectural, energy savings and safety in the use of the building.

Goal of this diploma thesis is processing of the design project documentation of guest house with restaurant. Designed building is placed at flat terrain at plot of number 2016 in municipality Hradec nad Moravicí, cadastral area of Hradec nad Moravicí [646814]. Guest house with restaurant has approximately shape of two rectangles, that together looks like capital letter t. Building has overall dimensions in length 36 m and in width 22,54 m. Detached building is building without cellar, when the part of restaurant is single-storeyed with mono-pitched roof and there is placed the restaurant, kitchen, facilities guests, staff facilities and technical facilities. The part of quest house with mono-pitched roof is two-storeyed and there is placed quests rooms and facilities. Vertical and support construction comprises the permanent formwork Velox system, floor structure is reinforced concrete slab.

Theme of this diploma thesis is a newly buil building of prison in Moravské Budějovice. The buiding has four ground floors and is without cellar. The structural system of the building is made up of permanent formwork and system Porotherm. Ceiling construction is made up of reinforced hollow core slab. The building is covered with a flat roof.

Content of this master‘s thesis is construction technological project of the extension Senior Centrum Blansko. The main object is a three-storyed, designed as a monolithic skeleton construction. The masters’s thesis contains technical report of the construction technological project, suggested construction site installations, proposal of suitable machines and mechanisms required for construction, time schedule, budget, wider relations of transport lines to construction site, implementation of monolithic concrete structures and control and test plan.

As a response to the ever denser cities, skyscrapers have become yet more popular and are growing more and taller than ever. A new efficient structural system for skyscrapers has been proposed by Tyréns AB, called the Tubed Mega Frame. This structural system consists of hollow concrete tubes at the perimeter of the building. Since this structural system has not yet been used in any skyscraper several aspects have still not been studied or investigated. An important aspect having an impact on the system’s competitiveness compared to traditional structural systems is how a skyscraper using this new structural system could be built. This thesis treats the construction methodology of Tubed Mega Frame structures. The construction methodology of a prototype building is evaluated to connect the findings to a plausible real project. Building very tall concrete structures sets a lot of demands on the concrete used and having an effective construction is essential. The elastic modulus of the concrete has been identified as one of the most important concrete properties why this topic has been studied. Comparisons of the formulas of different codes for estimating the elastic modulus have been made to see what elasticity can be achieved. Concrete recipes that have been used in already built skyscrapers have been reviewed to see what elastic moduli are feasible to reach and expect. Pumping concrete to high levels sets demands on the concretes flowability and self-compacting concrete is necessary to use. Ways of improving the concrete properties are also studied. All studies show that the Tubed Mega Frame structural system would be possible to construct with today’s concrete and pumping technology even though improvements can be expected from future development in concrete technology. As most skyscrapers that are built today, a Tubed Mega Frame structure would preferably be built with a self-climbing formwork system rising one level at a time. From a review of available construction methodologies, the thesis shows that these systems would be applicable on a Tubed Mega Frame structure with minor adaptions of the systems. The floor cycle time, i.e. the time it takes to complete an entire floor before proceeding to the next level, has a significant importance in determining the construction time of a skyscraper. For this reason a floor cycle with all activities related to the structural system and their sequences have been developed for the prototype building. By determining all the relations that are between activities and using productivities for estimating their durations it has been possible to evaluate the time it would take to complete a standard floor. By the use of Microsoft Project the duration of a stated average floor cycle has been estimated to a little more than 4 days. / Som en reaktion på att allt fler människor bor i städer har skyskrapor kommit att växa sig allt fler och högre. Traditionellt har skyskrapor oftast utnyttjat någon form av kärna som stomsystem vilken upptar stor yta av våningsplanen. Som en möjlig metod att göra skyskrapors stomsystem effektivare har Tyréns utvecklat det nya stomsystemet Tubed Mega Frame. Då detta bärande system ännu inte har använts i någon skyskrapa är det ett flertal aspekter som inte har blivit studerade och undersökta. En viktig aspekt som är av stor vikt för systemets konkurrenskraft gentemot mer traditionella system är hur det skulle gå till att bygga en skyskrapa som använder detta nya stomsystem. Det här examensarbetet behandlar byggnationsmetodiken för Tubed Mega Frame. Byggnationen av en prototypbyggnad som använder detta system utvärderades för att koppla resultaten till en möjlig verklig byggnad. Att bygga väldigt höga konstruktioner i betong ställer stora krav på betongen som används, och att ha en effektiv byggnation är också av stor vikt. Betongens elasticitetsmodul har identifierats som en av de viktigaste egenskaperna för betongen och därför har detta område studerats djupare. En jämförelse av hur olika normer beräknar elasticitetsmodulen har gjorts och vilka elasticitetsmoduler det ger. De betongsammansättningar som har använts i tidigare skyskrapebyggande har studerats för att se vilka elasticitetsmoduler som kan förväntas. Att pumpa betong till höga höjder ställer stora krav på betongens pumpbarhet. För att göra detta möjligt är det nödvändigt att använda självkompakterande betong. Vilka olika sätt som finns tillgängliga för att styra betongens egenskaper har också studerats. Undersökningarna visar på att det skulle kunna vara möjligt att med dagens betong och pumpteknologi bygga en skyskrapa som använder Tubed Mega Frame som bärande system. Med framtida framsteg inom betongteknologi kan man även förvänta att bättre lämpad teknik kommer att utvecklas. En skyskrapa med stomsystemet Tubed Mega Frame skulle liksom de flesta av dagens skyskrapor lämpligtvis byggas med hjälp av självklättrande formsystem, och därigenom bygga en våning i taget. Studier av teknik och byggnationsmetoder som finns tillgängliga idag har visat på att dagens teknik skulle vara möjliga att applicera på Tubed Mega Frame med endast mindre justeringar. Det som har ett stort inflytande på byggtiden av en skyskrapa är våningscykeltiden, d.v.s. den tid det tar att bygga en våning innan det är möjligt att fortsätta på nästa. Av denna anledning har en våningscykel med alla relevanta moment som ingår blivit bestämd och utvärderad för prototypbyggnaden. Genom att ha klargjort alla relationer mellan olika aktiviteter och den tid de tar att utföra har det varit möjligt att utvärdera den tid en hel våningscykel skulle ta. Med hjälp av Microsoft Project har en våningscykel för en våning som bedömts som representativ för hela prototypbyggnaden kommit att ta drygt fyra dygn.

The diploma thesis deals with the project documentation of the accommodation facility - a mountain pension in the village of Rudná pod Pradědem. The building has an irregular floor plan and is divided into two parts. One part of the building is used for accommodation with a capacity of 16 people. It has two floors and consists of a flat, green roof. In the second part of the building, on the first floor there is a cafe, massages and infrared sauna. In the basement there is a technical background of the building. Office space and accommodation unit are located in the attic of the building. It consists of a saddle roof. The building is based on simple concrete foundation strips. The vertical load-bearing structures are made of ceramic blocks and blocks of lost formwork in the basement. Ceiling structures are designed as reinforced concrete, monolithic. The building is designed on a sloping terrain.

This diploma thesis deals with selected parts of the construction technology project of a multifunctional house in Brno on Cihlářská Street. Thesis contains a technical report, coordination situation and marking of transport routes of vehicles, time and financial plan of construction, study of the main technological stages of building, technical report of site equipment including drawing of site equipment, design of main construction machines including verification of bearing capacity and reach object, technology prescription and control and test plan for monolithic ceiling structure. The diploma thesis also includes selected LEED certification credits and a health and safety plan.

Die Herstellung mehrfach gekrümmter großflächiger Tragwerke aus Beton erfordert komplexe Schalungskonstruktionen, die in der Regel material- und kostenaufwändig sind [2]. Durch die im Projekt durchgeführte Entwicklung und Erprobung von flexiblen Strukturen aus glasfaserverstärktem Kunststoff (GFK) für den Schalungsbau in Kombination mit dem Einsatz von textilverstärktem Beton sollten diese Defizite behoben werden. [Aus: Ausgangsfragen und Zielsetzung] / The practical implementation of large-scale curved concrete elements requires complex formwork constructions, which are rather expensive and therefore reach their limits easily [2]. Flexible glass fibre reinforced plastic (GFRP) formwork to produce textile reinforced concrete elements, which was developed and tested within the project, is expected to eliminate those deficits. [Off: Initial question and objective]