The subject matter of my Diploma thesis is the project of a new golf club. The building has one floor and is covered by a flat mono-coated roof. Spacious terraces accessible from first floor are the integral parts. Vertical load bearing and non-load bearing walls are designed from Porotherm walling system. Horizontal load bearing ceiling constructions are designed from an prestressed ceiling panels Spiroll. Foundations are designed reinforced concrete. The building is divided into two separate operating units. The project emphasizes the layout plan, thermal technical properties and safety in use.

This thesis in introductory part aims to analyze the available literature on the heat transfer coefficient in labyrinth seals and rotating discs of steam turbines. The available experiment studies were processed to summarize heat transfer coefficients on the rotating parts of the turbine. Then, this thesis specifies a design calculation to determine the heat transfer coefficient in selected parts of the turbine, exercisable for specific geometric and operating parameters. The outcome of this work is simulation of rotor dilation of operating steam turbine in the program Ansys during cold start of turbine.

This diploma thesis deals with the problems of analysis and the subsequent design of a precision manipulator used as a microscope table. The first part od the final thesis deals with the problems associated with the movement of the test sample within the electron microscope. Subsequently, possiblle design variants were proposed, further developing the next steps fot the correctness and functionality of manipulator. The individual force loads of the components were calculated. The result of the work was constructed as a CAD model with subsequent transfer to the assembly drawing.

The thesis is focused on structural design of unconventional experimental combustion air preheater into drawing documentation needed for production and realization. Strength and expansion control of exposed elements of construction is also included in the thesis. The final design is obtained by gradual specification of pre-designed and strength and expansion controlled elements of construction. The work also includes discussion of structural properties of the final design.

The aim of this master thesis was to measure and evaluate shifts of rail strip and deck of the bridge in the 0,206 km route Zábřeh - Bludov across the river Moravská Sázava. The measurement was performed by classical geodetic methods. The result of the study was evaluation of the three periods of deformation measurements and numerical and graphical documentation. Shifts were caused especially by changes in temperature and operational effects.

The subject matter of my Master thesis is a project of an agricultural building with a riding-hall located in Dolný Kubin in the Slovak Republic. This construction comprises from three consecutive buildings. The first single-storey building is designed as a horse stable, the vertical load bearing structures are constructed from a monolithic iron-concrete, a steel truss is designed as the load-bearing roof element, the roof is a sloping aisle roof. The second building comprises of a double-storey operational building with a flat roof, the load-bearing and non-load bearing system consists of a ceramic masonry POROTHERM and monolithic iron-concrete ceilings. The third building is a riding hall, where the load-bearing system consists of steel columns and a gable truss. The strip footings and plain-concrete feet are designed as foundation structures. The project emphasises the layout plan, thermo-technical properties and safety in use.

The main target of the thesis is design of a new building of the rehabilitation center in Havlíčkův Brod. The rehabilitation center consists of three part. The main (middle) part has two above-ground floors and a basement with flat roof and the other two parts have only ground floor with green flat roof. The main middle part contains reception, café, laundry room storage, utility room, manager‘s office and outpatients doctor‘s office. In the left part there are hydrotherapy, ergotherapy, magnetotherapy and electrotherapy. In the right part there are fitness center and physiotherapy rooms. Vertical load-bearing structures are Made of Porotherm ceramic blocks (above-ground floors) and the Hollow concrete blocks filled with C20/25 and reinforcement B500B (basement). Horizontal load-bearing structures are made of the prestressed Spiroll ceiling panels. The building site contains also outdoor car park and garden with pond. The project and visualization were carried out in the ArchiCad and Lumion programme. All structures comply with the valid standards and regulations.

The diploma thesis is focused on selected designing works related to the design of a specific process of acid water stripping. The main purpose of the work is to describe the procedure and the obtained results for these performed design work based on the relevant assignment and the process requirements. In the introductory two chapters, the work focuses on process introduction and description of main process equipment. The following chapters are devoted to the description of the designing works, specifically simulation of the process in CHEMCAD, design calculation of the spiral plate heat exchanger for feed preheating, creation of 3D model and drawing documentation using AutoCAD Plant 3D and lastly strength analysis of the selected pipeline. The main outputs of this work are mainly generated result reports from the process and equipment simulation and strength analysis of the solved pipeline route, 3D model of the process and selected technical and drawing documentation. At the end of the diploma thesis, the performed activities and their outputs are summarized and evaluated.

The aim of this thesis is to develop a new building – a cultural and educational center, located in the town of Uherské Hradiště. The building is fitted to the central part of the city, on unused building lot, with good access to public transport links. The building is designed as a partial basement facility, with three floors and a basement. Structurally it is a column-based, skeletal support system, made of reinforced concrete. The basement part consists of bearing walls of reinforced concrete. The ceiling structure is made of locally backed, cross-reinforced slabs, also made of reinforced concrete. The outer perimeter infill masonry is constructed of ceramic bricks with a thickness of 300mm. Interior bearing walls are made of reinforced concrete of appropriate dimensions. Dividing walls are made of plasterboard constructions. Roof structures are formed by a system of flat roofs and terraces. In principle there are two types – the roofs with safety waterproofing and the ones without it. The base structure consists of footings and strips of reinforced concrete.

The task of this diploma thesis was the development of construction documents for the implementation of project, icluding project specialization. This is a rebuilding of the existing mill and it´s conversion to the object. Proposed reconstruction is solved with a sense of highlighting the exist building and expressing his dominance and function in an environment, where the building is located. From the original state was preserved only main building in historical style, and in contrast to this building were proposed two smaller objects with the background. The object is used as a pension for the accommodation for persons, restaurant and also provides rooms for seminars and meetings. Due to a brooklet flowing in front of the building and location of pension between the spa´s and city parks is the use of this building more than suitable.