This diploma thesis deals with the solution of a construction of a corner gap site. A multifunctional house comprising three business establishments and nine residential units has been designed. Business premises will be used as stores. The apartments are designed for 4-member families. The multifunctional house has an atypical ground plan with a total area of 512 m2. The object has a basement and four above-ground floors, the business establishment is located on the first above-ground floor. The garage will be operated in automatic parking mode. The entire building is covered with a single-layer flat roof. The project is processed using the AutoCAD computer program.

The project involves the design and solution of a restaurant with dance floor and accommodation. This includes a new building on land plot 389/1, 389/3, 389/4, 1632/2, 1632/3, 1634/9, located in the town of Čáslav. Access to the building and layout inside the building is barrier-free. The restaurant is designed for a capacity of 120 people to sit. The total bed capacity of the pension is 14 beds. One double room is designed for barrier free use of the accommodation unit. The structural system of the object is masonry, with additional elements of the cast-in-place concrete frame. At the site of the largest span are designed reinforced concrete columns and dimensioned 0.3 x 0.3 m with a maximum centre to centre spacing of 5.31 x 5.775 m. Basement masonry is supposed to be from permanent shuttering. The masonry part of the building at the groundfloors is made from ceramic blocks of type POROTHERM with 300 mm thickness. Internal loadbearing masonry and not loadbearing masonry walls are built from ceramic blocks of POROTHERM with thickness 250, 150, 80 mm, or plasterboard partition with thickness 155 mm. The building is insulated with a contact insulation system. The (exterior) building envelope is designed with a ventilated air gap. The floor structure is supposed to be from reinforced concrete monolithic slab. The building is roofed with a flat roof with a single-layer flat roof with a classical layout. Above the restaurant will be an extensive green roof.

Diploma thesis processes project documentation of a pension using for public accomo-dation and catering. Pension consists of 2 objects – restauration, accommodation. A restauration is designed for 66 guests. A part of the object is a flat for a family of four. It is a single-storey building which is basement and has an attic.The object has rectengular shape, saddle roof and the part of the object is a tercce. The second object uses for accommodation and has a capacity of 36 beds. It is a single-storey building with an attic. The object has rectengular shape and saddle roof. A pension is situated in Perknov which is one of the parts of Havlíčkův Brod. It uses for year-round occupancy. It’s a brick building made of ceramic system. The object is located in slightly hilly terrain from north to south.

The objective of the thesis is newly built winery in the wine cellars alley situated inVlkoš u Kyjova in the South Moravia Region. Capacity for wine production is around 180,000 litres. In the building are the tasting rooms and pension with the capacity of 30 people. The building has three floors and a partial basement. The winery is located on sloping land. The building is designed as a brick construction, where underground vertical structures are made of blocks permanent formwork Best and part above ground is made of ceramics blocks Porotherm. The horizontal structures are made of prestressed ceiling panels Spiroll above the production area and the rest is made of ceramics system Porotherm. The gable roof, the walkable and warm flat roof are used in the project. The main goal of diploma thesis is to draft a develop project documentation for building construction.

The subject of the diploma thesis is design and processing of the design documentation for the new building in Velké Meziříčí. The building is designed as a four-storey building with a partial basement, which serves like garage for 4 cars. On the above floors there are 8 residential units. Other premises are used as a business and administrative area. The loadbearing structure is made of sand-lime bricks, which are insulated with combined thermal insulation.

This diploma thesis deals with processing of technological preparation of the polyfunctional building in Vyškov. The work includes a technical report, a time and financial plan of the construction, a study of the implementation of the main technological stages and an itemized budget for the main building. It also solves the project site equipment including design of construction machinery. It further elaborates the technical regulations for interior plaster, floor design and stacked ceiling for which a control and test plan is developed.

In this diploma thesis work is the goal of the construction technological project of a multifunctional building in Želatovicích. The content of this diploma thesis is the solution of the summary of the technical report, a study of the implementation of major technological stages, the time schedule of the main construction of the object, schedule object, the technological regulations for the monolithic ceiling structure and installation of steel structures, inspection and test plans, risk with subsequent security measures, itemized budget with bills of quantities, solving the major transport routes, design of mechanical assemblies and equipment to the construction site. The substrate was drawing documentation for the implementation of this construction.

The thesis is about static analysis of moving skyscraper (inspired by The Dynamic Tower). There is a rotation of each particular floor around its axis independently on each other. In this thesis, moving skyscraper is solved as a whole piece with specialization in the moving floors and their mounting on the core of the building.

Aim of The Diploma Thesis was to design load-bearing structure of a multi-storey reinforced concrete building, to realize structural analysis in Dlubal-RFEM software and dimension its selected parts. Designed structure is based on already erected building in office edifices campus in Brno-Slatina district. Its original number of storeys was increased from ten to nineteen, so the specific problems connected to high-rise building designing could be solved. Time dependent deformations of vertical structures were analysed in detail, so the changes in load of horizontal elements could be described more precisely, because of its direct dependence on compression of the columns. Within the paper, foundation structure dimensions were designed, assessment and design of composite columns assembly were made, as well of floor slab in 2nd floor with column deformations impact check on the 17th floor. Also, the external walls, pillars and shear core walls were designed and assessed. Formwork drawing of designed structure parts and detailed drawing of reinforcement of assessed elements were elaborated. Based on Diploma Thesis results it can be stated, that if influence of nonuniform load of vertical structures within the high-rise building designing is neglected, consequent project would presumably be uneconomic, or dangerous after an optimization attempts.

The main content of this thesis is a design and an assessment of energy-saving measures with an objective of energy economical optimization of a particular family house. The theoretical part of the thesis describes problems of the energy performance of the building. The calculating part is devoted to economical and environmental assessment of two solving options with a use of a computer program which enables a monthly calculating measure. One part constitutes a design of air-conditioning systems, heating and drawing up an Energy Performance Certificates. The part of the thesis which is focused on a computer technology application deals with energy performance optimization with a use of a program which enables a daily calculating measure and making models of pictures of flowing with a use of CFD methods.