Global ETD Search

101	En jämförande studie mellan spikningsplåtsförband och WT-Tskruvar i limträkonstruktioner / A comparing study between nailing plates-joints and WT-T screws in gluelam constructions Ericsson, Joel, Rusimovic, Goran January 2006 (has links) Detta examensarbete har gjorts på uppdrag av Skanska Teknik med handledning av Johan Sjödin. Arbetets syfte var att jämföra olika limträförband, utförda av antingen spikningsplåtar eller WT-T skruvar, och komma fram till den bästa lösningen med hänsyn till bärförmåga, kostnad och utförandetid. I ett projekt har de spikningsplåtar, som används vid limträförband, börjat rosta under extremt fuktiga förhållanden fastän spikningsplåtarna är rostfria enligt tillverkaren. En fördel med WT-T skruvar är att de är gömda inne i träet och på så sätt inte i direkt kontakt med den aggressiva miljön, men även skyddad mot brand. Andra fördelar med WT-T är att utförandetiden är kort och kostnaden är lägre än spikningsplåtsalternativet. Ett experiment har gjorts för att undersöka hur träet med inborrade WT-T skruvar beter sig under uttorkning. / This diploma work was made under commission by Skanska Teknik, with guidance by Johan Sjödin. The purpose of this work was to compare different gluelam joints, performed by nailing plates or WT-T screws, and find out the best solution with regard to carrying ability, cost and performance time. In a certain project have the nailing plates, which are used in gluelam joints, corroded under extremely damp circumstances although the nailing plates are rust free according to the manufacturer. An advantage with WT-T screws is that they are hidden inside of the tree and in that way not in directly contact with the aggressive environment, but also protected against fire. The other advantages with WT-T screws are that the performance time is short and the cost is lower than the nailing plates-alternative. An experiment has been carried out to investigate how the tree with WT-T screws behaves itself during drying period. Skanska Teknik gluelam joints nailing plates WT-T screws carrying ability cost performance time damp circumstances rust free fire experiment drying period Skanska Teknik limträdförband spikningsplåtar WT-T skruvar bärförmåga kostnad utförandetid fuktiga förhållanden rostfri brand experiment uttorkning. Building engineering Byggnadsteknik
102	En jämförande studie mellan spikningsplåtsförband och WT-Tskruvar i limträkonstruktioner / A comparing study between nailing plates-joints and WT-T screws in gluelam constructions Ericsson, Joel, Rusimovic, Goran January 2006 (has links) <p>Detta examensarbete har gjorts på uppdrag av Skanska Teknik med handledning av Johan Sjödin. Arbetets syfte var att jämföra olika limträförband, utförda av antingen spikningsplåtar eller WT-T skruvar, och komma fram till den bästa lösningen med hänsyn till bärförmåga, kostnad och utförandetid. I ett projekt har de spikningsplåtar, som används vid limträförband, börjat rosta under extremt fuktiga förhållanden fastän spikningsplåtarna är rostfria enligt tillverkaren. En fördel med WT-T skruvar är att de är gömda inne i träet och på så sätt inte i direkt kontakt med den aggressiva miljön, men även skyddad mot brand. Andra fördelar med WT-T är att utförandetiden är kort och kostnaden är lägre än spikningsplåtsalternativet. Ett experiment har gjorts för att undersöka hur träet med inborrade WT-T skruvar beter sig under uttorkning.</p> / <p>This diploma work was made under commission by Skanska Teknik, with guidance by Johan Sjödin. The purpose of this work was to compare different gluelam joints, performed by nailing plates or WT-T screws, and find out the best solution with regard to carrying ability, cost and performance time. In a certain project have the nailing plates, which are used in gluelam joints, corroded under extremely damp circumstances although the nailing plates are rust free according to the manufacturer. An advantage with WT-T screws is that they are hidden inside of the tree and in that way not in directly contact with the aggressive environment, but also protected against fire. The other advantages with WT-T screws are that the performance time is short and the cost is lower than the nailing plates-alternative. An experiment has been carried out to investigate how the tree with WT-T screws behaves itself during drying period.</p> Skanska Teknik gluelam joints nailing plates WT-T screws carrying ability cost performance time damp circumstances rust free fire experiment drying period Skanska Teknik limträdförband spikningsplåtar WT-T skruvar bärförmåga kostnad utförandetid fuktiga förhållanden rostfri brand experiment uttorkning. Building engineering Byggnadsteknik
103	Pohřební služba a kamenictví / Funeral service and stonework Trojan, Jan January 2015 (has links) A new building stand two single-storey buildings which will be used for the production, housing, sale and storage of the deceased. Objects have rectangular shapes with external dimensions of 9.9 x 24,25 m and 21.0 x 42.85 m. The structures are designed as a vertical system POROTHERM, SPIROLL ceiling and roofing flat roof. The facade will be dealt with silicate plaster rubbing.
104	Stavebně technologický projekt polyfunkčního objektu v Rosicích / Construction technology project of polyfunctional building in Rosice Pelc, Miloš January 2017 (has links) The thesis deals with construction technology project of polyfunctional building in Rosice. The parts of the thesis are the construction technology study, the assessment of transport realations, the proposition of mechanical composition and occupational health and safety (OHS/OH&S). The thesis also contains technological regulations for flat roof and white tank and control and test plans for them. There is also itemized budget with time schedule of structural work. Thesis also deals with comparison of damp proof membrane and waterproof concrete.
105	Horský hotel / Mountain hotel Vandrovec, Aleš January 2014 (has links) Master’s thesis theme is mountain hotel project. The hotel has one lower basement and four aboveground floor. It has trditional look and the roof is double-pitched. Floor projection looks like letter "L". Main part has measurements 25,3 x 14,1 m and it has four floor. Extension is on northwest side of main part. It has measuremnts 11,85 x 9,5 m and three floor. Facede of basement and first floor is from stone facing mansory. Facade od second floor of main patr of buildings id timbered looks like curb. Third and fourth floor are attic, gable is vertical timbered. Facade of second floor of extension is plaster on ETICS. The gable od extension is vertical timbered. Roof covering is alpen shingle from larch wood. Foundations of house are shallow. The construction system is walled. The lower basement is built from masonry BS Klatovy BD30 and other wall are from masonry Porotherm . Floor structures are from monolithic reinforced concrete, thickness 220 mm. House stairs are prefabricated double-flight. Partition wall are mostly built from mansory Porotherm 11,5 P+D. Lintols above windows and doors in facadeare made by reverse of floor slab and inside of disposition are made by ceramics lintols Porotherm. Floor structures are floating with impact insulation in whole house. In living rooms wear layers are from oak parquet block and in common rooms, toilets, bathrooms and technical rooms is ceramics paving. Wall’s surfaces are made from patent plaster and in lower basement are made from two-coat work with white coat. Toilets and bathrooms are tilled with ceramic tiles. All distributions of building equipment are covered with gypsum plasterboard ceiling. All windows and doors in facade are made by wooden profile Solid comfort SC78 and glazed by triple glazing unit (Uw,max=0,9 W/m2.K), exception is main entrance door, It is made by aluminum profile and it is automatically opened.

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