Title: Kvarteret Tvättstugan, an apartment building with massive wood construction. A thesis about acoustic and fire requirements and a comparison of energy and moisture aspects.   Earlier restrictions in the Swedish legislation have resulted that only a small percentage of the apartment buildings that have been built are designed with a massive wood construction. It has been allowed to build unrestricted with wood since 1994 as long as the function of requirements are fulfilled. This change in the rules together with the great environmental benefits of wood has led to that more companies choose to build apartment buildings with wood. One of these companies is Folkhem Production AB. Kv. Tvättstugan in Sundbyberg is Folkhems first big investment and it consists of four eight-storey buildings with constructive components of massive wood. It is not only the bearing system which is of wood, but also the entire front material.Folkhem took the initiative to this thesis so that they could evaluate the pros and cons of various building systems. The task was to compare two different building systems from the suppliers Kaufmann Holzbau GmbH and Martinsons Byggsystem AB. Kaufmanns system consists of doweled wooden beams and the floor structure is an assembled structure of wood and concrete. Martinsons system consists of cross-glued wood, which is abbreviated KL-wood. To get an idea of the differences between wood and concrete, the two systems of wood are compared with a concrete wall that Folkhem has used in previous projects. The building components that are compared are the exterior walls and the floor structures, and the connection between them.Both hand calculations and calculations with three different computer programs have been made to make the comparisons. Since the project kv. Tvättstugan is not completely designed, some assumptions have been made in cases when data are lacking. U-values and thermal bridges were calculated in the simulation software Comsol. The hand calculated U-values are consistent with the data calculated in Comsol. The results show that the concrete wall has a higher heat flow than the two wooden walls. VIP-Energy was used to calculate the energy consumption of a house with Kaufmanns construction and the concrete construction. Both of these construction systems fulfils BBRs requirements, but the Kaufmanns system has lower energy consumption. Since wood has a low critical moisture condition, it is important to study the relative humidity accurately in the wood materials. This has been done in the program Wufi and the results indicate that the outer walls dry out between the weather changes.After the studies of six existing multistore apartment buildings with wooden constructive elements, it has been observed that the acoustics and fire issues often can be a problem. These two areas are described in a greater depth for this reason. Important concepts in these areas and the Swedish requirements are described. As for the acoustics mainly the surroundings has been studied to see which arrangements can be made to fulfil the national acoustic demands. A preliminary copy of the fire protection documentation has been made for kv. Tvättstugan to meet BBRs requirements and it has been studied and some of the most important ones is shown.   The three designsolutions meet the Swedish requirements according to the calculations and simulations that have been made in the thesis. We think that it is good that Folkhem chooses to build an apartment building with massive wooden construction supplied by Kaufmann. This will benefit the development of wooden constructions in Sweden. Folkhem can learn new construction techniques that are not currently used in Sweden by bringing in a German company.

When going through relevant research, moisture safety guidelines and talking to builders, moisture experts and architects it is clear - and not surprising - that water and wood make no easy combination. The experiences from building with cross laminated timber (CLT) differ from building sites and there are good and bad examples building without weather protection. In this study the moisture influence on CLT is analyzed. CLT is a type of massive wood with glued lamellas, increasing usage worldwide as structural elements in buildings. The bulk of the work is performed in the hygrothermal calculation tool WUFI(™). Focus is on the wetting process and the evaluation of mould risk from rain loads during production in Nordic climates. Subsequent drying after built into walls and floors is also evaluated. A vast literature survey is performed in order to compare and select material data for modelling CLT. Following the simulation work, moisture content, mould growth and volumetric distortion are judged both with and without weather protection. Results are also compared to measurement data from field tests. It is found that short building times are crucial, some weather protection is required all year around and early planning and constructing for moisture safety are crucial. The benefits of prefabrication and short building times using CLT should be exploited. If there is a risk of rainfall exceeding 10-20 mm, arrangements to divert rain loads should be undertaken. If the expected rain loads are above 40 mm or if the building time exceeds 2 weeks, a roof cover will be required. At air humidities averaging 80% and yearly rain exceeding 1200 mm, a complete building cover is recommended. A controlled environment may be expensive, but it speeds up production and shortens drying time. / När man går igenom relevant forskning, riktlinjer för fuktsäkerhet och pratar med byggare, fuktexperter och arkitekter är det tydligt - och inte överraskande - att vatten och trä inte är någon enkel kombination. Erfarenheterna från att bygga med korslimmat trä (KL-trä) skiljer sig från byggarbetsplatser och det finns bra och dåliga exempel från byggande utan väderskydd. I denna studie analyseras fuktpåverkan på KL-trä. KL-trä är en typ av massivt trä med limmade lameller, som ökar i användningen över hela världen som strukturella element i byggnader. Huvuddelen av arbetet utförs i det hygrotermiska beräkningsverktyget WUFI (™). Fokus ligger på uppfuktning och utvärdering av mögelrisker från regnbelastning under produktion i nordiskt klimat. Efterföljande torkning efter inbyggnad i väggar och golv utvärderas också. En omfattande litteraturstudie utförs för att jämföra och välja materialdata för modellering av KL-trä. Efter simuleringsarbetet bedöms fuktinnehåll, mögeltillväxt och fuktrörelser både med och utan väderskydd. Resultaten jämförs också med mätdata från fältförsök. Det konstateras att korta byggtider är avgörande, någon form av väderskydd krävs året runt och tidig planering och konstruktion för fuktsäkerhet är avgörande. Fördelarna med prefabricering och korta byggtider med KL-trä bör utnyttjas. Om det finns risk för nederbörd över 10-20 mm bör åtgärder vidtas för att avleda regn. Om de förväntade regnbelastningarna är över 40 mm eller om byggtiden överstiger 2 veckor krävs ett regnskydd. Vid luftfuktigheter på i medeltal 80 % och årligt regn över 1200 mm rekommenderas ett väderskydd runt hela byggnaden. En kontrollerad miljö kan vara dyr, men det påskyndar produktionen och förkortar torkningstiden.