The subject of diploma thesis is processing of the desing documentation for new multifunctional building in the street Dělnická, cadastre unit Komín, Brno - Komin. The building is a 3 floors and one underground floor and is designed as a last building in the street on the nearly flat land. In the building is located non-residential space, dwelling units and studios. Non-residential space comprise seven parking spaces in a public underground garage, two stores barrier-free solution with the facilities and two studios 1 + 1. The residential part has two dwelling units 1 + kk, two dwelling units 2 +1 and two dwelling units 4 + kk. The building is based on a waterproof concrete structure "white tub". The vertical structure is built of clay blocks Porotherm, horizontal structures are cast-in-place reinforced concrete. The exterior building envelope is completed with thermal insulation. An internal staircase is cast-in-place reinforced concrete. The entrance to the garage for cars is possible by Autolift. The building is roofed with warm flat roof. The drawings are processed in AutoCAD software visualization are processed in Sketch Up

The diploma thesis is focused on structural design and assessment of lookout tower, which is made of reinforced concrete and steel bracing elements. Structural design was performer in accordance with valid eurocodes and standards. The work is accompanied by construction drawings, drawings of shapes, reinforcement and steel elements, and documents from manufacturers.

The diploma thesis aims to elaborate on the project documentation of the buildings SO 01 - hotel and SO 02 - a winery within the complex of Viniculture Havraníky, a former agricultural area. SO 01 is a two-storey building with a partial basement. There is accommodation for 50 guests, a restaurant and a wine bar. SO 02 is a single-storey building with a basement. It consists of all operations for the production of a medium-sized winery. The structural system of both buildings is designed as a cast-in-place concrete frame. Fasade is insulated with an external thermal insulation system (ETICS). The roofing of the SO 01 building is solved by a flat green roof, whereas the roofing of the SO 02 building s solved by a saddle roof with girders.

This diploma thesis deals with the design of an office building and the processing of project documentation for the construction. The office building is located in the Židenice in Brno, next to the Brno Židenice train station. This is a detached partly basement four-storey building with a flat roof. The underground floor serves primarily as a collective garage for 25 vehicles including parking spaces in the local stacking system. On the ground floor of the building there are three rentable spaces for retail with storage facilities and sanitary facilities for employees. The other of the building is used for administrative purposes. On the second above ground floor there are cell offices, on the third and fourth floors above ground the office spaces are rather as a open space. The construction system of the building is frameral with infill masonry made of ceramic fittings, the foundations are made of reinforced concrete slab and walls made of waterproof concrete. The foundations under the non-basement part are made of reinforced concrete foundation footing. Next to the office building, there are also eight parking spaces for shop visitors.

The subject of the diploma thesis is the design documentation for the construction of low-energy building. This is a hotel komplex, which is located in the city of Brno-Bohunice. The hotel has four floors, no basement and a warm flat roof. On the ground floor there is a hotel restaurant with facilities for employees, main hall, social facilities, wellness and technical facilities. The part of first floor consists of conference halls and a gym. In other parts of hotel are designed 47 guest rooms. Two guest rooms are for people with reduced mobility. The accommodation capacity of the hotel is 82 people. There are uncovered parking spaces for cars and one bus, tennis courts and a hotel garden on the plot. The structural system is combined with reinforced concrete columns and brick blocks. Horizontal structures are designed as cast-in-place reinforced concrete floor. The construction is based on foundation pad and strip foundation. The external wall is built from hollow clay blocks and insulated with external thermal insulation composite systém. The diploma thesis is processed to the extent of design documentation for construction.

The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.

The main subject of my diploma thesis is creating a design documentation for the construction of a hotel. The hotel has its own restaurant and is situated in the northern outskirts of Žďár nad Sázavou. The building is located on a slightly sloping terrain with small green vegetation. The hotel is three-story with partial basement. It is roofed with a pitched roof. The hotel meets the requirements of comfort star (***) in hotel rating. The accommodation capacity is 58 people placed into 13 rooms. Two rooms are designed to be accessible for people with reduced mobility and orientation. The rooms are located on the first and second floor. On the ground floor, there is an entrance hall with reception and toilets for the guests from the restaurant. In the south-western part of the hotel are located staff facilities such as a kitchen facility or a place of supply. The north-western part of the building is designed for the management and support areas. The building is designed to respect local regulations and construction principles. With its architectural design, the building completely fits into the surrounding landscape and does not disturb its character in any way.

The subject of the Master's thesis is the elaboration of project documentation for the construction of a multifunctional apartment building. The building is located in the cadastral area of Prosek, in Prague 9 in the north-eastern part of the city. The terrain of the land is flat. The multifunctional house has five floors and one underground floor. In the basement there is a garage, a technical area and a storage area. The first floor is redesigned to a café and office area. The floor is connected to a terrace, which is accessible from the interior and exterior. The second to fifth floors are filled with housing units. There is a walking terrace on the fifth floor. The roofing above the 4th and 5th floors consists of a flat roof. The construction system in 1st floor consists of a combination of reinforced concrete columns, girders and walls. On the 1st floor, there is a combination of a masonry and reinforced concrete transverse system with a reinforcing reinforced concrete wall. From the 2nd floor to the 5th floor is a transverse masonry system with a reinforcing reinforced concrete wall. The ceiling structures are formed by reinforced concrete monolithic slabs. The stair flights are prefabricated. The whole building is insulated with a contact thermal insulation system.

The main goal of this thesis is elaboration of a project documentation for the building permission of nearly zero energy office building with BIM, and assessment of the designed building by methodology for multicriteria evaluation of buildings. The building is located on a slightly sloped site of former military barracks in Valašské Meziříčí. The building is intended as offices for ENERGIS company. The building has rectangular floor plan (approx. 32 x 22 m). The building has three floors. There is café, reception, technical and storage facilities on the first floor. The second and third foor contain offices, meeting rooms and staff facilities. All floors are wheelchair accessible. The building has a cast-in-place reinforced concrete frame and warm flat roof. Infill walls are made of ceramics blocks. The facade wall is covered with ventilated facade with timber cladding.

Samhället växer, därmed krävs det flera byggnader som uppfyller våra behov. Överalltbyggs det fler bostäder, industrihallar, lager, broar, skolor, sjukhus m.m. Det kommersäkerligen fortsätta byggas och renoveras i framtiden. För att bygga, underhålla ochrenovera byggnader krävs byggnadsmaterial i stora mängder och detta kan i sin turpåverka miljön på många olika sätt.  Detta arbete studerar hållbarhetsaspekterna med byggandet idag och i framtiden. Arbetetredovisar även möjligheterna som finns och kan utvecklas för att bygga mer hållbart,bland annat redovisas olika lösningar för återbruk och återvinning av prefabriceradebetongkonstruktioner som byggnader, betongelement och kopplingar. Det är viktigt atthitta fler hållbara lösningar för användning av byggnader och byggnadselement för attminska miljöpåverkan av nyproduktion. Studien leder till att identifiera exempel på olikametoder som används idag för att återvinna och återbruka materialet samt vilka krav somfinns och kan sättas i framtiden för att utveckla arbetet med hållbarhet inom prefab.  Rapporten visar vilka för- och nackdelar det finns med att bygga med prefab och merhållbara metoder. Arbetet redovisar vilka svårigheter som finns och kan bemästras påvägen för att skapa detta. Detta görs baserat på en internationell litteraturstudie om arbetetmed hållbara konstruktioner i några delar av världen. Rapporten stöds även av svenskaföretag som ställde upp för intervjuer och en fallstudie som studenterna utfört.Litteraturstudien redovisar försök som gjorts i Tyskland, Finland och Storbritannien ochger inblick i hur det jobbas internationellt med hållbarhet och montering/demontering avprefabricerade element.   Den yttersta formen för återbruk av betongkonstruktioner är självklart återanvändning avhela byggnaden. Om möjligheten för återbruk av byggnaden inte finns, då blir nästa stegatt demontera byggnaden. Vid demontering tas det hänsyn till att så stora delar avkonstruktionen som möjligt ska utnyttjas. Målet för att skapa ett mer hållbart samhälleoch byggnation är att återanvända/återvinna byggmaterialen särskilt betongkonstruktioneri så stor utsträcning som möjligt.   För att få förståelse för hur möjlighet för återbruk genom demontering görs så studeradesde kopplingar som är vanligast förekommande idag. För- och nackdelar med följandekopplingar har nämnts. Kopplingarna är bland annat bultade-, svetsade-, sammangjutna-(våta) och armerade- (våta) infästningar. Fallstudien var utgångspunkten för att studerakopplingar.  Det visar sig att det finns flera sätt för att arbeta mer hållbart inom byggbranchen.Resultatet visar att det vanligast förekommande inom branschen idag är att krossaelementet och separera de ingående materialen som isolering, armeringen m.m. Det ärinte vanligt hos företag idag att återanvända/ återbruka hela element i en annan byggnadeller att behålla elementen och återsälja dem efter byggnadens livslängs. Vid försäljningav t.ex. feltillverkade element görs det till privatpersoner som använder konstruktionentill annat syfte än det ursprungliga. Återvinning av materialet i elementen är kostsamt ochdärför undviker många företag detta.  När det gäller miljö- och hållbarhetsarbetet så har företagen olika idéer, det kan vara attdem tillverkar nya konstruktioner som inte finns på marknaden ex. Solväggar. Att arbetamed EDP: er är en annan lösning samt att korta ner armering i pelare på ett sätt som intepåverkar momentkapaciteten. Dessa lösningar redovisas av svenska företag idag.   Det finns ett stort intrsse i marknaden för att bygga mer hållbart med prefabriceradebetongkonstruktioner. Dock krävs det mer regleverk för att det ska bli en del avbyggprocessen att ta hänsyn till demontering och återbruk. Det finns både verktyg ochmetoder i marknaden men det saknas en del dokumentation och erfarenheter om hur dettillämpas. / More buildings are being built for various reasons nowadays. Constructing, maintainingand renovating buildings requires building materials in large amounts and this in turn canaffect the environment in many different ways.   This work studies the sustainable aspects and consequences of construction, as well as theopportunities that can be found and can be developed to build more sustainably and findsolutions for the use of different buildings and building elements. This report focuses onexplaining and clarifying the conditions for the reuse and recycling of the entire buildingsand their prefabricated concrete elements.  The report shows the advantages of building an increasingly sustainable society,especially in the construction industry, the difficulties that exist and can be encounteredon the way to creating it. The highest proportion of recycling of concrete structures is thereuse of the entire building, if the possibility of recycling the building does not exist thenthe next step will be to dismantle the building where a large amount of elements fromstructures can be used in the best possible way.  The goal of creating a more sustainable construction society is to reuse/recycle thebuilding materials, especially concrete and the prefabricated elements. This could be donein different ways, such as crushing the element and separating it from its variousmaterials. Meanwhile this is not common in Sweden today, where companies prefer toeither reuse the entire element on another building or to keep elements and resell them tothe private market or to other companies. The recycling of the material is costly andtherefore many companies avoid doing it.  Different types of connections have been studied in this study, to enable the reuse ofprefabricated elements, the advantages and disadvantages of these connections have beenmentioned and a comparison between these has also been made. The couplings mentionedin this report include bolted fasteners, welded fasteners and cast in place (wet) fastenersand reinforced (wet) fasteners that usually occur in combination with previous couplings.Several trials and study cases have been reported, these trials have been done in differentcountries such as Germany, Finland and the United Kingdom to get a betterunderstanding into how to work internationally with sustainability and assembly ofprefabricated elements.