This thesis deal with survey and diagnostics of industrial building in Chropyne. The theoretical presents to the general issue of building technical surveys, diagnostics reinforced concrete structures and describes methods for diagnosis of reinforced concrete structures. Practical part deals with building survey and diagnostics of the object including static assessment.

Topic of my diploma thesis is creating design documentation on level of detailed design, Library of Nymburk. Project contains engineering reports, realization drawings, thermal assessment, fire safety assessment, static ceiling evaluation, simplified foundation design and design of staircases. Projected building has three above ground floors and one partial basement. Structural system vertical is made of mansory walls, based in basement on drilled piles and in first upper floor on strip foundations. Staircases are made of cast-in-place reinforce concrete same for ceiling slabs and joist slabs. Roof structure is warm flat roof. Project was designed in computer programs: ArchiCAD 19, IdeaSTATICA7, WDLS 5, Svoboda software and vizualization done in Lumion 3D.

Goal of this diploma thesis is drawing and elaboráte project documentation of apartment house, Třebíč. This subject is on planar terrain on building estate number 1037/9 in township Třebíč, cadastral area of Třebíč [769738], cadastral area of Třebíč. Apartment house has approximately rectangular shape with extent of 29,5 x 14,5 m. Project documentation solves five storey cellarless building with double skin roof. In first floor is placed vestibule, garages for cars, utility room and store rooms. In second and third residential floor are two flats 4+kitchenette and three flats 1+kitchenette. In fourth residential floor are two flats 4+kitchenette, one flat 2+kitchenette and one flat 1+kitchenette. In fifth residential floor are two flats 6+kitchenette and one spacious terrace. Vertical and horizontal construction are formed as reinforced concrete wall and ceiling panels.

The subject of this diploma thesis is a project of guesthouse. The building is situated in moderate slope terrain in cadastral territory Hlinsko v Čechách. Guest house capacity is 46 beds. Guesthouse has three floors and is designed from the structural system Porotherm. The ceilings are made of reinforced concrete joined with stiffening reinforced concrete wreath. The roofs of the house are built as saddle roof. In the first floor there is located main entrance, reception desk and restaurant with facilities. In the second and third floor there are rooms for guests

The main aim of the master project is to design a winery building in Velké Bílovice. The building has 2 floors with flat intensive green roof. The ground floor has two parts: First for the guests and second for staff only. The first part includes a large room for a wine degustation, separate smaller room for a private degustation and toilets. The second part includes staff rooms and offices. Both parts are connected by a reception. There are stairs to the underground floor behind the offices. The underground floor includes wine production facilities and a room for occasional wine degustation. The building is designed with loadbearing walls and slabs made of reinforced concrete. Partition walls are made of ceramic blocks. The building envelope is covered with ETICS and timber cladding. All the windows have hidden frames and triple glazing. Next to the building there is a parking lot for 18 cars (14 guests, 4 staff). There is an outdoor seating for guests with a view of the vineyard in front of the winery. The project was developed with following software: AutoCAD, Teplo 2017 EDU, DEKSOFT, SketchUp and Lumion.

Are municipal bath built next to Voronez Hotel able to compete with other such facilities? The key is to create a specific atmosphere. The bath steeps from the ground to offer views over city. Another part of the strategy is a presence of relative functions in the building – you can meet many activities, which you would not expect in public bath. But what is the most important: you can enjoy these activities in intimate environment or in the public space as well. For example: you can take a tea in a bar situated in the sixth floor with exclusive view over opposite hill or you can take different tea in a small informal teahouse hidden in the middle of the disposition. An all-embracing structure of differently juxtaposed reinforced concrete boxes creates a frame for this different human experience.

Diploma thesis called “CONVERSION OF DORMITORY TO HOSTEL AND NEW DESIGN OF HOTEL, TOMIOKA SILK MILL JAPAN“ was elaborated according to the regulations in the form of architectural study. The topics of this thesis were two variants of possible conversion of accommodation for workwomen (dormitory). The partial assignment comprised solution to the arrangement of greenery in the atrium of the dormitory, and revitalization of plateau. The building is located in the premise of a former silk mill in the city Tomioka in the Gunma prefecture on the Honshu island in Japan. The conversion of the building for the novel purpose required replenishment of necessary facilities, and some building interventions to assure operation of the hostel. In both variants, partial adjustment of the original building was needed. However, all changes had to maintain proportions and volume of the building not to compromise the original concept of whole premise as well as the skyline of the city. The adjustments of the original building of dormitory consisted of a completion of the entrance portal including a foyer, and a reception with the base of operation. Large glass areas in combination with exposed concrete were used as construction materials. These materials were selected so that the new structures (monolithic ferroconcrete) are clearly distinguishable from original ones (wood). The Internal atrium was designed in the style of modern japan garden with various types of surfaces (vegetation – moss; mineral – gravel and stones). Variant 1 – the new constructions of the two facility buildings. Building A is washroom building, and building B is catering building with toilets. The volumes of individual objects were formed by simple prisms rotated by 30° a 60° against axis of dormitory. These volumes complied with dimensions of the original building. The building A protruded on the edge of the slope, and it was paneled with glass plates. The building B was glassed-in from the south, while the northern side was constructed from exposed concrete in a compact way. The building A was divided to two symmetric parts by a central wall for both structural and functional purposes. At the end of the building, there was an ofuro (swimming pool) providing views of the surrounding mountains. Typological solution of the building B included separate toilets with a mixed washroom, which were located in the northern part of the building. In the southern part, the space for catering was divided to an operational space, and a space for visitors by a dispensing counter. The building A was from reinforced concrete and was founded on the base plate. The central wall represented the main load-bearing structural element that prevents transverse breakage. The central wall was anchored into the ground with piles. The building B was also from reinforced concrete and was based on the strip foundations. Variant 2 – the extension was formed as a simple prism that complied with the rectangular system of the premise and dimensions of the original dormitory building. Employed materials of the new constructions were concrete and glass similarly to the other new extensions. To ensure intimate environment, the glass part of a façade was enclosed by a bamboo fence. This space was also used as a viewable green garden. The building was typologically divided to the parts for women and men. Both parts were equipped with ofuro. The building was monolithic ferroconcrete skeleton based on the footings.

This diploma thesis deals with the evaluation of the constructions of the industrial buildings according to the ČSN ISO 13822 Standard. In the first, theoretical part, the procedures of research and evaluation of existing reinforced concrete constructions based on the ČSN ISO 13822 and ČSN 73 0038 Standards are described. Further, the theoretical part is focused on the diagnostic methods used during the evaluation of these constructions. The practical part focuses on the evaluation of the three industrial reinforced concrete buildings. It includes information about the building, the description of defects, diagnostics and the appraisal of measuring. The last part deals with a static calculation of selected parts of the supporting construction.

This thesis deals with a design of a two-track railway frame bridge over a valley. Out of three proposed variants was chosen the variant number 1 - prestressed frame construction with variable beam section. According to actual EN standards the construction was designed and assessed to the serviceability limit state and the ultimate limit state.

The thesis is focused on the design of the reconstruction of the reinforced concrete pre-stressed construction of the clinker reservoir. The supporting system of the structure consists of a reinforced concrete wall on which a prestressing reinforcement is applied in the sprayed concrete layer. Preliminary research revealed disturbances that could disrupt static objects. The aim of this work is to propose a solution for the reinforcement of the supporting structure. The thesis contains two variants of the reconstruction solution. A static report is prepared for the selected option, including the impact of the construction, the construction procedure and the drawing documentation.