Potential synergy effects and conflicts, so-called interactions, between a climate action that aims to mitigate the climate impact and five targets of the Sustainable Development Goals are identified in this study. The climate action is Conscious material choices for the frame, and the materials assessed are climate improved concrete and domestic wood. Standard concrete is used as the business as usual scenario. A pre-school building is used as an example building to demonstrate the difference in the climate impact of a frame made from the two materials assessed in the study. Life cycle assessments (LCA) of the frames shows that the domestic wood frame has a lower climate impact than the climate improved concrete frame.Two methods are used in this study. The first method is making an LCA for transportation of the materials assessed to see the environmental impact, and there is one scenario for each material where the transportation method is by a truck and one that is by train. The second method used for the study is a goal interaction scoring-method from “A draft framework for understanding SDG interactions” by Nilsson et al. (2016) that gives the interactions a score based on specific criteria. The scores are visualised in a colour coordinated matrix. The interactions generate synergies if the sums of the scores in the matrix are positive and will likely help accomplish the target. If the sums of the scores in the matrix are negative, it indicates that there are conflicts that could endanger the possibilities to reach the target.LCA of the transport scenarios shows that when the transportation distance is long, the climate impact is lowest when transporting as much as possible of the materials by train. Transporting the domestic wood for the frame by train (for longer distances) has a lower climate impact than transporting the climate improved concrete. For shorter distances, there is not a significant difference between transportation by truck or by train. The climate improved concrete gets score 0, meaning that there are neither positive nor negative interactions for the chosen material for the frame. The domestic wood gets the score +8, which indicates that there are synergies. Both the climate improved concrete and the domestic wood should not interfere with the accomplishment of the Sustainable Development Goal’s targets. However, the domestic wood for the frame generates more synergies and by choosing the domestic wooden frame for a building using a train as a transportation of the material when possible has the lowest environmental impact of the assessed materials for the frame. / <p>2020-06-08</p>

The diploma thesis deals with a project of a new building, a hotel in the municipality of Vystrkov. The object is made up of three ground floors. The first floor includes a restaurant with staff facilities, a lounge with a reception, facilities for the management of the hotel and a technical area. Wellness premises and hotel rooms with premises related to the accommodation can be found on the second floor. The third floor is designed for hotel rooms with premises related to the accommodation. There is one four-bed room, three three-bed rooms and fourteen double rooms in the hotel. The structural system of the building is formed with a combination of reinforced concrete frame and masonry system. The object is roofed mainly with a pitched roof; there is a walkable flat roof above the kitchen facilities and wellness premises.

The diploma thesis deals with a project of a new multifunctional building in Pelhřimov. The object is composed by four above-ground and one underground floor. Commercial premises are located on the first above-ground floor. These premises consist of a travel agency, bakery, bookshop and sports outfitters. Two individual administrative premises can be found on the second floor. Eight flats were designed on the third and the fourth above-ground floor. On each of these floors, there are four flats; two of them were designed as two-bedroom and two of them as three-bedroom flat. A common area and a row garage can be found on the underground floor. The construction system of the object is a combination of reinforced concrete frame and a masonry system. The object is roofed with a warm flat roof with a typical sequence of layers.

The diploma thesis deals with the design and elaboration process of project documentation of newly-built multi-purpose building in Sturovo. The building is designed as a three-storey building with a partial fourth storey. A footprint of the building is created by the irregular shape of the letter „L“ with an angle of 110 °. The building is roofed with a warm flat roof. The roof above the third storey is designed as a walkable flat roof divided in a green roof part and part with concrete paving. Spatial zoning of the building consists of three main spaces. There is a bookstore zone and coffee shop situated on the ground floor. The second and third floor is designed for administrative spaces. Premises of the second floor are designed as an activity-based office with open spaces. Third floor focus on closed offices. The meeting rooms, chill-out zones, break rooms with kitchenettes are available in both of them. Technical facilities and utility rooms are situated also on the ground floor. There is a room with kitchenette, storage rooms and utility rooms in the fourth ground. Public zones of building and administrative zones are accessible. The structural system of a building is designed as a cast-in-place reinforced concrete frame in a combination with a shear core. Ceilings consist of cast-in-place beam-supported reinforced concrete one-way slab. The structure is based on foundation pads and strip foundations. infill wall is made of vertically perforated blocks. Exterior walls and insulated with ventilated facades system.

This diploma thesis deals with design and elaboration of project documentation of library. The building is located on plot No. 6167/2 in Žďár nad Sázavou, number of cadastre unit 795232. The library have three above-ground floor and basement. Irregularly-shaped floor plan of the library is in the shape of the letter "K". In addition to the individual departments of the library, there are study rooms, a multifunctional hall, an information center and a café. Structural system is designed as a cast-in-place concrete frame with a ceramic blocks infill. Horizontal structures are made of cast-in-place reinforced slab. Building has ventilated facade with mineral wool insulation. Roofs constructions are designed as flat green roofs.

Subject of this diploma thesis is building documentation of an office building. Designed object is located in the city of Olomouc. Primary purpose of the building will be offices with rentable space, whose layout will be designed as open space offices with option to divide space according to requirements of a tenant. Office spaces will serve for example as headquarters of design offices, IT consulting and services, business companies, technical consulting or managerial services. The building will contain except of office premises also a space for café, retail and underground garage primarily designed for parking of office employees´ cars. Office building is designed as cast-in-place reinforced concrete frame with shear walls, consisting of 4 floors and basement. Object is shaped as two buildings connected with common walking space. Facade will predominantly be designed as glass curtain walling and also as a ventilated facade with cladding from exposed cement-fiber board. Also there is designed a system of steel curtain wall with docked trellis ropes for planting of climbing plants to decrease overheating of the building in summer and to meet the city requirements of as much greening of buildings and their surroundings as possible.

Diplom thesis is about design of an office building. Building floor plan is designed as a rectangle. The building consists of four floors. Roofing the object is solved by a flat roof with strips of m-PVC. The purpose of the internal arrangement is to be able to lease office space to individual firms on the floor. On the first floor is situated an entrance hall with space for the doorman and staircase area. At the hall is also a personal elevator and utility room. These spaces are common to all tenants. In the space for offices are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge and six offices. These spaces are connected with single corridor. The other floors are connected to administrative with hall, which houses a staircase and an elevator. In office spaces 2.NP. 3.NP and 4.NP are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge, utility room and nine offices. These spaces are connected with single corridor. From these levels, there is also access to the evacuation staircase, which is designed according to the requirements for fire protection. On the 4.NP in the utility room is located auditing roof ascent. The project was developed in the educational version of ArchiCAD 17 and processed in accordance with the requirements of a layout, architectural design, structural design, proper and safe use of the building.

Målet med detta arbete var att belysa skillnaderna mellan ett fyravåningshus med trä- respektive halvprefabricerad betongstomme ur ett tekniskt perspektiv för att utröna vilket stomalternativ som är att föredra. Faktorer som belystes var: Tjocklekar på bärverksdelar Längsta möjliga spännvidder Installationsmontering Elementmontering Grundstorlek Ljudisolerande förmåga Risk för fuktskador Branddimensionering Projekteringskomplexitet Bygghandlingar från ett befintligt flerbostadshus med trästomme erhölls och analyserades, och ett hus med likvärdig stomme av betong projekterades. Bärverket med halvprefabricerad betong dimensionerades efter rådande Eurokoder och detaljer utformades enligt gällande lagar och regler samt erkänd branschstandard. Ur de tekniska perspektiv som avhandlats i denna rapport väger fördelarna med betong något tyngre än träalternativets fördelar trots att egenskaperna i vissa hänseenden är mycket lika. Betongalternativet ger stora fördelar vad gäller brand och ljud och är samtidigt enklare att projektera, medan trä har sina fördelar i montering och grundläggning. Att välja en stomme av trä till ett flerbostadshus verkar också ha fördelar i de icke avhandlade aspekterna, t.ex. miljö och arbetsmiljö. För att uppfylla ljud-, brand- och fuktkrav i ett trähus krävs det avancerade byggsystem som innebär stor komplexitet i projekteringen vilket kräver ett nära samarbete mellan träprojektör och fabrikör. / The goal with thisdegree project was to highlight the differences between an apartment building with a timber frame and partly prefabricated concrete frame from a technical point of view to determine which alternative that is preferable. Highlighted factors were: Thicknesses of load-bearing parts The maximum length of floor structures Assembly of installations Assembly of the frame-parts Sound-insulating ability Moisture problems Dimension of fire-protection Project-complexity Construction documents from an existing apartment building with a timber frame were obtained and analyzed, and a concrete frame house with similar abilities was projected. The half-prefabricated concrete construction was designed with current eurocodes and details were designed according to laws, regulations and recognized industry standards. From the technical perspective that has been discussed in this report, the advantages with concrete frames are greater than the timber alternative, despite the fact that they in some aspects are very similar. The concrete option provides significant benefits in terms of fire and sound abilities and it is also easier to design, while the timber option has its advantages in assembly and foundation. Choosing a frame of timber to an apartment building also seems to have advantages in the environmental and work environmental aspects. To fulfill the sound, fire and moisture requirements which are needed in a timber house it requires advanced building system that involves complexity of the design which requires close cooperation between the constructional engineer and the manufacturer.

Betong och trä är två material som används till prefabricerade stomsystem. Dessa material har förutom utseende olika tekniska egenskaper för fukt, brand och ljud. Syftet med examensarbetet är att göra en jämförelse av de tekniska egenskaperna för prefabricerade betongstommar (sandwich-element) och prefabricerade trästommar (massivträ) samt att avgöra vad som är mest lämpligt för flervåningshus (två–fem våningar). Resultatet visar att båda stommarna går att använda för flervåningshus, men för att få tillräcklig brandsäkerhet behöver trästommen en större dimension. Trä påverkas mer och lättare av fukt än betong. Det kan även behövas en dubbelkonstruktion för väggar och bjälklag i trä för att ta bort de ljudbryggorna som skapas. Detta gör att dimensioneringen av bjälklag och väggar av trä blir större än för betong.  Träkonstruktioner har också högre krav på knutpunkter mellan byggdelarna för att minimera flanktransmissionerna. För betongstommar är det de tillhörande byggnadsdelarna som fönster och uteluftsintag som i större grad påverkar ljudisoleringsförmågan. Slutsatsen är att prefabricerade trä- och betongstommar har olika tekniska egenskaper sett till brand, fukt och ljud. Trä är mer känsligt för brand, fukt och ljud. Det ställs därför högre krav på utformningen av konstruktionen och hanteringen av trästommar för att uppnå samma egenskaper som en betongstomme. Trästommen får oftast en större dimensionering för att klara kraven som ställs på de tekniska egenskaperna och det är framförallt ljudkravet som blir avgörande för dimensioneringen.

The topic of the diploma thesis is the elaboration of project documentation for the construction of a fire station with almost zero energy consumption. The building will serve as a fire station type P4 with the scope of the JPO I unit - a unit of the fire department with a territorial scope, usually within 20 minutes drive from the place of deployment. The designed building is a detached object with two above-ground and one underground floor. The building is designed as a reinforced concrete skeleton. It consists of two operating units. The administrative and operational part has three floors. In this part, the main entrance to the building is on the 1st floor, oriented on the south side. The technical rooms of the fire department are located on the first floor and are functionally connected to the administrative part. Exit garages, a car wash and a dryer are also attached to it. Prior to the elaboration of the project, a visit to the regional fire station in Trnava and a consultation with the director of this station took place regarding the needs and requirements of the fire department.