Sverige är berikat med en mycket stor areal av skog, vilket ger oss stora möjligheter till att utnyttja trä som ett närproducerat konstruktionsmaterial. Detta betyder att vi har en stor förnybar källa nära till hands som alltid kan vara tillgänglig om vi använder den på rätt sätt, vilket i sin tur skapar fördelar för miljön och ytterligare intresse till att använda trästommar och träbaserade material i alla möjliga sorts byggnader. När det kommer till byggnadsdelar så görs vissa val av material och byggteknik för att klara av krav på exempelvis ljud, brand, värmeledningsförmåga och bärförmåga. Syftet med detta arbete är att visa vilka inriktningsval och materialval man bör fokusera på ur klimatsynpunkt när det kommet till beslut gällande olika konstruktionslösningar i träbyggnadssystem. I arbetet så är målet att klimatpåverkan från olika väggar av konstruktionsvirke respektive korslimmat trä (KL-trä) studeras i detalj och en översiktlig inblick i bjälklags påverkan ges.   Väggarnas utformning är framtagna av författaren med beräkningar i Excel utifrån specifika krav på U-värde, bärförmåga och brand förutom för KL-träväggarna där brandlastfallet kontrollerades med hjälp av programvaran SPFit2.0. Inga beräkningar görs för ljudkrav utan behandlas endast i text. En funktionell enhet är det ramverk med krav som används för samtliga byggnadsdelar för att göra de jämförbara med varandra. Referensprojektet i studien är en förskola med två våningar och den funktionella enheten som använts är baserad på referensprojektet och därav de krav som ställs på den byggnadstypen. Totalt 60 stycken väggar har studerats och består av både ytterväggar och innerväggar. Resultaten bygger på livscykelanalyser och är framtagna via verktyget Byggsektorns Miljöberäkningsverktyg (BM). Två stycken bjälklag har studerats varav båda består av KL-trä. Bjälklagen är tagna från existerande projekt som omfattar en förskola med två våningar och som har trästomme.   Resultatet visar att, för att minska klimatpåverkan, kan och bör brandgips undvikas i de studerade stomsystemen. Beklädnader som man bör rikta in sig på ur klimatperspektivet är vanliga gipsskivor och ensamstående träbaserade skivor där möjligheten finns. Cellulosaisolering eller stenull bör användas istället för glasull. Densiteten hos stenullen kan ha en relativt stor negativ påverkan på resultatet och bör hållas låg ur klimatsynpunkt. En optimering ur klimatsynpunkt av väggar i en byggnad är inte en suboptimering, men relativt sett står bjälklag för en större klimatpåverkan än väggarna. Optimeringen av väggar kan resultera i drygt 7 procents reducering av varje våningsplans klimatpåverkan och kan även uppgå till att vara högre. Även olika uppbyggnader av en byggnadsdel inom samma stomsystem kan ge upphov till stora skillnader i byggnadsdelens klimatpåverkan. / Sweden is a country that is enriched by forest. This provides Sweden with the opportunity of having a lot of locally produced wooden building components. In brief, this means that we have a renewable source that will always be accessible if we utilize it in a correct manner. This grants a lot of benefits for the environment and creates a greater interest of practicing wooden building systems and the use of other wooden based materials in all sorts of buildings. When it comes to building components there are different choices that has to be done in order to overcome certain requirements regarding acoustics, fire safety, thermal conductivity and load bearing capacity. The purpose of this study is to show, based on the climatic impact, which decisions and materials to focus on when constructing buildings in wooden building systems. Here, the climatic impact from walls are thoroughly studied and the impact from slabs are given a general insight. The walls are using either cross-laminated timber (CLT) or studs made from construction timber.   The walls are formed by the author and all calculations regarding thermal conductivity, load bearing capacity and fire safety are made in Excel. The only exception is the load bearing capacity during a fire for walls using CLT where the software SPFit2.0 have been used. No calculations regarding acoustics have been made. A functional unit is the frame that forms the requirements that has to be met by every studied building component in order to make the results comparable between the different building components. The reference project for this study is a two-story preschool and the functional unit is based on that reference building. A total of 60 walls have been studied, consisting of both outer and inner walls. The results are based upon life-cycle analysis and are produced from a software called Byggsektorns Miljöberäkningsverktyg (BM). Only two slabs have been studied whereas both use CLT. The slabs are taken from already existing projects that consists of a two-story preschool using a wooden building system.   The results show that plasterboards designed to withstand fire better are recommended to be avoided in these wooden building systems. Instead, the preferred coverings are regular plasterboards and single wooden based coverings where possible. Cellulose insulation and rockwool are the favored insulation materials rather than glass wool. The density of the rockwool may have a large impact on the result and is recommended to keep low. The optimisation of walls, based on climatic impact, is shown to not be a sub-optimisation, although the majority of the climatic impact comes from slabs. Optimised walls can result in a reduce of 7 percent on every floorplan and may also be higher. Even different variations of walls within the same wooden building system may cause large changes on the climatic impact.

The subject of this thesis is to design complex of natural swimming pool. The aim is to create a space where people feel comfortable and safe. There are four buildings designed, entrance building with a ticket office, cloakrooms, refreshments and wellness. The area has several playgrounds and sandbox. The terrain is contoured and planted with vegetation.

The solved area with an area of approximately 4.2 hectares is the eastern part of the statutory city of Brno. It is located in the city of Brno Líšeň on the border of a row of village character with a small scale (old Líšeň) and loose construction of point, board and typified high-rise houses from the 20th century (new Líšeň). The aim of the project is to find a dialogue between the loose structure of the new Líšeň and the town-building structure of the old one. With its masses it creates clearly defined streets and spaces. At the same time, there is an effort to loosen the mass and to integrate it into the near nature with its form. The idea design is based on the principle of cohousing (community housing), which is designed for living in family houses and apartment buildings. The main idea of the project is to respond to today's individualized and automated time, when construction has ceased to focus on the formation of shared spaces = interpersonal relationships, it increasing anonymity and isolation. Basic social interactions, mutually beneficial relations between neighbors are disappearing. It is also a response to the disintegration of the traditional family and can replace family background. In the architectural form it also solves the issue of uniformity, the loss of human scale in modern construction. The emphasis in the project is on the diversity of types of apartments and on a diverse range of public, semi-public, semi-private and private spaces.

A master thesis „Clinic of holistic medicine“ is processed as a project documentation. The building is projected for the plat no.170/1 in Kladruby u Vlašimy (Benešov district). Is a three-storyed wooden building from large-format wooden panels. Ceilings are ribbed constructions from spruce wood. Stairspaces are made of reinforced concrete. The house is roofed with a saddle roof made by woodentrusses. Stairspaces and machine room of air conditioning are roofed with a one-sheat flat roof. The project is planned as an extension of the Rehabilitation institute complex in Kladruby.

The theoretical part deals at the beginning with wooden buildings and suitable materials. Then information about low energy houses, passive houses and requirements for new buildings is introduced. The theoretical part of the work also summarizes the selection of the technological solution. Important part is about individual life cycle stages of the building, wear and tear of the buildings and whole life costs of the building that the investor is interested in. Practical part of the thesis consists of a case study of the wooden family house where the whole life costs of the building life cycle are solved.

The main aim of the thesis was focused on hygrothermal simulation of critical details of two prefabricated wooden buildings - especially connections of the perimeter wall to monolithic foundations, respectively with waterproofing layer. The composition of the external walls of these selected buildings has quite different compositions and thus different potentials of drying integrated moisture from the components. Practical measurement of moisture weight-content was applied to the wooden bottom plate, which is in direct contact with the concrete slab structures. The influence of different design solutions on hygrothermal characteristics of the wooden plate was examined with regards to the risk of mould growth, analysis of mass loss due to the decay fungi and with the aim to estimate the durability of the studied details of prefabricated wooden houses. The subsequent research focused on the differences in physical and mechanical properties of natural spruce wood (Untreated, (-), A) and impregnated spruce (Treated, (+), B) using supercritical CO2 and its possible impact on wood protection for mould growth. Samples of identical Untreated and Treated spruce were collected in the laboratory and subjected to thermal and hygrothermal experiments. The comparison of the resulting values of the individual experiments is presented. Required values needed for numerical calculations were obtained from these experiments. In conclusion, the summary of founded comparison is presented. The mould growth analysis and its influence on the durability of wooden structures offer a view of the behaviour of the structures. Relevant findings and recommendations for the future praxis are mentioned.

The prefabricated apartment buildings are on the west bank of the river and family houses on the east bank of the river. On the east side there are private areas of family houses and on the west side there are prefabricated buildings with poor quality public spaces. There is only the anonymity of the city, isolation and a lack of human dimension. My concept solves the problem of combining two opposing approaches. It emphasizes neighborly relations in the form of community and the development of community thinking. What should urbanism that unites people look like?