The aim of diploma thesis is elaborate the project documentation to execution of a new building home for the elderly. The building is detached and situated in a sloping terrain on the selected piece of land in the cadastral area of Smíchov in Prague 5. This new building is designated for permanent housing for persons of retirement age with a good level of their ability to perform routine daily tasks and take care of themselves, but also for people without this ability. Home for the Elderly offers a 40 beds in single and double rooms. The building has three above grounds and one underground floor. The entire building is expected movement of persons with reduced mobility. Entry to the first functional part is located on the north side of the home. It consists of a reception room and each floors with rooms. In the home for the elderly is 30 rooms with private bathroom. The second function of the operation home is located in the basement floor, entrance is possible from the south or staircase or elevator from the first floor. All floors are connected by two staircases, and three elevators. The object is designed in a technology of Porotherm system. Roof structure consists of single-layer flat roof with a classic sequence of layers, combined DUO and extensive green. The project documentation which is needed for a realization of a new home for the elderly is worked up with eight structural details including in a computer program AutoCAD.

The theme of this diploma thesis is a project of the polyfunctional building with offices and sportbar for business activities. The projected building should be located in the village Jemnice in the street ,, Budějovická“ It is a four-storey house with partial basement, which is situated on midly sloping land. The house is built of brick blocks POROTHERM. The ceilings of the house are made out of fundamentals roofs Miako. The partitions are combination of brick systems POROTHERM and Knauf plasterboard partitions. The roof is slant double-coating covering of systém Fatrafol – S810.

IN MY DIPLOMA THESIS I ADDRESS THE PROPOSAL TO MUNICIPAL OFFICE IN DUBICKO ON THE LEVEL OF DOCUMENTATION FOR CONSTRUCTION. THE SITE IS ON THE SLOPING LAND, IN THE MIDDLE OF VILLAGE DUBICKO. THE BUILDING IS A DOUBLE-STOREY BUILDING, AND IT IS A PARTLY BASEMENT. FOUNDATION ARE SOLVED BY BASIS STRIPS MADE OF PLAIN CONCRETE. VERTICAL CONSTRUCTIONS ARE MADE OF HOLLOW CLAY BLOCK HELUZ. THE FLOOR STRUCTURE ABOVE THE BASEMENT FLOOR IS MADE OF PRESTRESSED HOLLOW CORE SLAB SPIROLL. THE FLOOR STRUCTURE ABOVE THE 1ST FLOOR, THE ENTRANCE HALL AND CEREMONIAL HALL, IS MADE OF TIMBER GLUED LAMINATED BEAMS. THE FLOOR STRUCTURE ABOVE THE POST OFFICE IS MADE OF PRESTRESSED HOLLOW CORE SLAB SPIROLL. THE ROOF IS HIPPED ROOF. PROJECT DOCUMENTATION IS PROCESSED IN COMPUTER PROGRAM ARCHICAD.

The master’s thesis deals project documentation of building of the municipal office in Jablonné nad Orlicí. The office will also serve small villages near. The house is irregular shape. It have one underground floor and two overground floors. The underground floor is only under part of house, so the house is partial basement. Part of first floor is open garage for 7 employee car. The object is roofed by sloping hipped roof with a slope of 15° from wood trusses. The house is brick and have contact insulation system. The anticipated number of employees of municipal office is 24. The building is located on flat land in centre of town in existing buildings in cadastral Jablonné nad Orlicí.

Soil-steel composite bridges are for many reasons very favorable bridges to build. Up to a certain span length they are economical, practical to transport and simple and quick to build. Especially in remote places, with unfavorable sloping terrain, this can be of great interest when the transport of material can be difficult and costly. The swedish manual for design of soil steel composite bridges was presented by Lars Pettersson and Håkan Sundquist in the year 2000. It is today used in Sweden and other neighboring countries as the main manual for the design of soil-steel composite bridges. The design manual is however only valid for longitudinal slopes up to 10%, which is low in comparison to natural sloping hillsides. The purpose of this thesis is to study the structural behavior of soil steel composite bridges in sloping terrain, with the use of the finite element software PLAXIS 2D. Two case studies of one low arch culvert bridge and one pipe arch culvert are studied and later modeled in PLAXIS. The two case studies does not have sloping terrain, but are used to assure that the FEM-models behaves correctly during the backfilling process in PLAXIS. The analysis studies the change in sectional forces in the bridges during an increase inslope above the structures. The values from the FEM-models are compared to field measurements from the case studies, as well as to values calculated in accordance to the swedish design manual. This is done to see how well the different approaches compare to each other, and, since the design manual does not consider slopes exceeding 10%, it is interesting to investigate if the SDM-calculated values still appear valid for slopes larger than 10%. In addition to sectional forces, the slope stability of the FEM-models is also evaluated and compared to analytical values calculated using the ordinary method of slices. This slope stability study focuses on if the bridges affect the slope stability safety factor. The thesis also investigates if these bridges are more sensitive to increasing slopes from a slope stability or sectional forces point of view. I.e if the slope inclination magnitude will be determined based on the sectional forces in the structure or the slope stability of the soil surrounding the structure. The criteria that are researched to come to this conclusion are for example the slope stability safety factor, or the possible yielding of the culvert wall due to too large sectional forces in the structure. The results show that for low cover depths, the slope stability safety factor decreases slightly when a structure is introduced to the slope. For larger cover depths, read 3 meters or more, the slope stability seems unaffectedby the structure. The results also shows that the sectional forces in the structures compares well to both measured and calculated values for slope inclinations up to 30% for rather small cover depths, i.e 1 meter. For slopes larger than 30% the sectional forces grows and no longer reflect the measured and calculated values. However, since only two case studies are performed, these conclusions might not be valid for different profile shapes. Additionally there are indications that the low arch bridge is more sensitive to slopes than the pipearch culvert. / Rörbroar, eller “soil-steel composite bridges”, är av många anledningar fördelaktiga att bygga. Upp till en viss spännvidd är de ekonomiska, praktiska att transportera samt enkla och snabba att konstruera. Särskilt vid vissa svåråtkomliga platser, med ofördelaktigt sluttande terräng, kan det vara av stort intresse när materialtransport annars kan vara både komplicerat och kostsamt. Den svenska manualen för dimensionering av rörbroar presenterades av Lars Pettersson och Håkan Sundquiståret 2000. Manualen används idag i Sverige samt angränsande länder som den huvudsakliga dimensioneringsmanualen för rörbroar. Dock är den svenska manualen enbart giltig för lutningar upp till 10%, vilket ären låg lutning i jämförese med många naturliga sluttningar. Syftet för detta arbete är att studera det statiska beteendet hos kringfyllda rörbroar i lutande terräng,med hjälp av det finita element programmet PLAXIS 2D. Två fallstudier av dels en låg bågbro, dels en sluten kulvertbro, studeras och modelleras senare i PLAXIS. De två fallstudierna har inte sluttande terräng, men används för att säkerställa att FEM-modellerna beter sig korrekt under återfyllnadsfasen I PLAXIS. Analysen studerar förändringen av tvärsnittskrafter i broarna när sluttningen de belastas av ökar. Värdena från FEM-modellerna jämförs mot mätdata från fallstudierna, samt mot värden beräknade enligt den svenska manualen. Detta utförs för att se hur väl de olika metoderna överensstämmer med varandra, och, eftersom dimensioneringsmanualen inte tar hänsyn till lutningar överstigande 10%, är det intressant att se om deSDM-beräknade värdena fortfarande gäller för lutningar större än 10%. Utöver tvärsnittskrafter utvärderas släntstabiliteten hos FEM-modellerna, och dessa resultat jämförs sen mot analytiska värden beräknade enligt lamellmetoden, eller “the ordinary method of slices”. Släntstabilitetsstudien fokuserar på hur broarna påverkar säkerhetsfaktorn för släntstabilitet. Avhandlingen undersöker även om dessa broar är mer känsliga för ökande lutningar från en släntstabilitets- eller tvärsnittskrafts-synvinkel, dvs. om lutningens största storlek kommer att avgöras baserat på de tvärsnittskrafter som uppstår i konstruktionen eller på släntstabiliteten i marken runt konstruktionen. För att bilda oss en uppfattning om detta jämförs exempelvis säkerhetsfaktorn för släntabilitet mot ett eventuellt brott i stålprofilen orsakat av för stora tvärsnittskrafter i konstruktionen. Resultaten visar att säkerhetsfaktorn för släntstabilitet, vid liten överfyllnadshöjd över hjässan, minskar något när en bro byggs i en sluttning. För större överfyllnadshöjder, läs 3 meter och högre, verkar släntstabiliteten vara oförändrad vid introducering av en bro. Resultaten visar även att tvärsnittskrafterna i konstruktionerna överensstämmer bra både mot mätdata samt beräknade värden, för lutningar upp till 30% och små överfyllnadshöjder på exampelvis 1 meter. För lutningar större än 30% växer tvärsnittskrafterna och är inte längre jämförbara mot varken mätdata eller beräknade värden. Dock bör det tilläggas att eftersom endast två fall har studerats utförs så behöver dessa slutsatser inte gälla för andra profiltyper. Utöver detta finns indikationer på att den låga rörbron är mer känslig för en ökning i släntlutning i jämförelse mot denandra bron när det gäller tvärsnittskrafter.

This work addresses the multifunkctional building in the cadastral of territory Křemže. The object is placed on flat terrain. The House has three floors, and no basement. The roof is classical, symmetrical, a saddle with a keel. The House has the shape of a rectangle with an extension of. The extension is a single-storey, rectangular-shaped object with a flat foot roof. Cladding of the facade forms the hanging wooden wall. The extension consists of facilities for staff of forest garden. The main building will be facilities for the sales department, administration, accounting, and management of the company.

The aim of the bachelor’s work is composition of project documentation for the construction building of boarding house. Object is situated on the cadastral area of village Kubšice, number of building plot is 30/7. Terain is slightly sloping. The pension has two above-ground and one underground floor. In the basement there are technical rooms. On the upper floors there are guest rooms and a restaurant with facilities. The construction system of the building is a wall system. The perimeter basement walls are made of concrete blocks of lost BEST formwork embedded in concrete. The other perimeter and interior walls are made of Heluz ceramic blocks. The building is designed to be insulated with an Etics contact facade made of mineral insulation from stone fibers. Horizontal ceiling structures and stairs are monolithic. The roof of the building consists of a sloping roof. There are 32 parking spaces on the plot.

The subject of this diploma thesis is the elaboration of documentation for the construction of a hotel with a restaurant in Rožnov pod Radhoštěm. The building is designed for short-term accommodation of 50 people. The building is functionally divided into a hotel part and a restaurant part. It is a detached object L-shaped building. The building is designed as a classic building with masonry system. The hotel part is designed as a two-storey with masonry system and sloping roof. The restaurant part is designed as a two-storey with basement. This part is also from masonry system and with sloping roof. The building has 22 double rooms, 1 apartment for 4 people and 1 room for people with reduced mobility, restaurant and technical facilities.

The aim of this diploma thesis is to design a mountain hotel in the village Rokytnice nad Jizernou. The object is placed on a sloping plot located in an attractive touristic and skiing area of mountain range Krkonoše. The mountain hotel has 4 floors and a basement. In the First floor there is a restaurant with a terrace, kitchen and administrative facilities of hotel. In the second and third floor we can find guest rooms and room for the hotel staff. In the basement there is wellness, technical facilities and garage compound. Construction of building is made of the reinforced concrete monolithic transverse frames with beam filling of ceramic block.

The diploma thesis deals with the project of transport solution for new buildings of BD Panorama Boskovice. The project documentation elaborates the design of the road, sidewalks and parking spaces to the proposed 4 apartment buildings in Boskovice The work corresponds to the extent of the design documentation for construction (PDPS).