To see the other types of publications on this topic, follow the link: Flat roofs.
Dissertations / Theses on the topic 'Flat roofs'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the top 50 dissertations / theses for your research on the topic 'Flat roofs.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.
1
Ghariani, Samia. "Experimental study of wind induced suction on flat roofs." Thesis, University of Ottawa (Canada), 1991. http://hdl.handle.net/10393/7540.
Full textAbstract:
A 1:10 scale model building previously tested in the NRCC 9$m \times 9m$ wind tunnel was reproduced with a more exaggerated scale of 1:100 in a smaller wind tunnel and tested. Also tested was a half of the building cut along the line of symmetry and with various heights. The purpose of the testing was (1) to examine the repeatability of the roof pressure patterns with a more exaggerated scaling factors, and (2) to explore the feasibility of using a portion of the building for the testing of structural details against wind action. It was confirmed that the proposed simulation of only a half or even less portion of the building at various scaling factors can be a useful wind tunnel testing method which can reproduce the previously established full building test results as long as the parapet height ratio is kept constant and the wind tunnel blockage ratio is kept minimal.
2
Oba, Koichi. "Flat Roofs : Investigation of Heat Welding Techniques for Polymer-Modified Bituminous Roofing Membranes." Doctoral thesis, KTH, Byggvetenskap, 1994. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-34490.
Full text
3
Contarini, Antonio. "Flat roofs renovation: a life cycle approach for environmental impact assessment and economic effectiveness." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3313/.
Full textAbstract:
The high energy consumption caused by the building sector and the continuous growth and ageing of the existing housing stock show the importance of housing renovation to improve the quality of the environment. This research compares the environmental performance of flat roof systems (insulation, roofing membrane and covering layer) using Life Cycle Assessment (LCA). The aim is to give indications on how to improve the environmental performance of housing. This research uses a reference building located in the Netherlands and considers environmental impacts related to materials, energy consumption for heating and maintenance activities. It indicates impact scores for each material taking into account interconnections between the layers and between the different parts of the life cycle. It compares the environmental and economic performances of PV panels and of different materials and thermal resistance values for the insulation. These comparisons show that PV panels are convenient from an environmental and economic point of view. The same is true for the insulation layer, especially for materials as PIR (polyisocyanurate) and EPS (expanded polystyrene). It shows that energy consumption for heating causes a larger share of impact scores than production of the materials and maintenance activities. The insulation also causes larger impact scores comparing to roofing membrane and covering layer. The results show which materials are preferable for flat roof renovation and what causes the largest shares of impact. This gives indication to the roofers and to other stakeholders about how to reduce the environmental impact of the existing housing stock.
4
Elseragy, Ahmed A. B. "Architectural and solar potential of curved and flat roofs in hot arid regions (with reference to Egypt)." Thesis, University of Nottingham, 2004. http://eprints.nottingham.ac.uk/12383/.
Full textAbstract:
This thesis investigates the effect of, various vaulted and domed roof geometries on their solar behaviour under given summer and winter conditions. Roof is the building-envelope element that is most exposed to the sun as it receives a high amount of solar radiation, which is the main cause of summer overheating in hot-arid climates. In addition, to other climatic and physical factors, indoor thermal comfort in hot-arid climates is also influenced by the intensity of solar radiation received by roof surfaces. Therefore, roof form and geometry should be designed with careful consideration to insolation parameters. Domed, vaulted, and curved roofs have been used for a long time in hot-arid regions for historical, cultural, climatic, and structural reasons. The review of previous research work showed that different explanations have been given to the climatic effects of their forms and the environmental behaviour of their enclosed spaces. The research explores the previous attempts that discussed the relevant principles of solar radiation and solar geometry on horizontal and tilted surfaces with different orientations. The previous work that applied these principles and theories to evaluate the solar behaviour of architectural elements with arbitrary forms was also investigated. In order to evaluate the solar performance of flat and curved roofs geometrical configurations, a parametric study testing the received solar radiation intensity (W/m2) on flat, vaulted, and domed roofs with different span-to-height ratios and orientations was carried out using a published solar computer model. The results of this model were followed by validation tests using other two commercially available computer tools to carry out a brief solar and thermal analysis of selected curved-roof geometries. The evaluated curved-roofs solar performance and main findings of the present research have been compared with recently published independent research. It is believed that this research establishes a sound theoretical basis for the validity of various claims of the climatic advantages of different curved-roof forms in hot-arid regions. As part of this research outcome, solar and architectural design-guidelines for curved-roofs are introduced. The research concludes with a discussion of the architectural and solar potential of curved-roof forms, which is believed to be novel contribution to the knowledge and the understanding of curved-roofs solar behaviour and architectural applications in hot-arid climates.
5
Novotná, Petra. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226232.
Full textAbstract:
This diploma thesis solver the newly apartment building in Kuřim. It is a building with tree floors and basemet. The claccing of Porotherm 300mm and is insulated by contact insulation. The roofs are flat. The windows are plastic. In the basement asre garages, cellars, technical room and bicycle room. The other floors are flats.
6
Habarta, Michal. "Víceúčelová sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227761.
Full textAbstract:
Multifunctional sports hall designed as the local city sporting center. It’s including sport hall, pool hall,squash hall, and the parts including changing rooms, showers, toilets and technical equipment. The roofs are flat, the object has no cellar.
7
Žamberská, Šárka. "Projekt logistické koncepce se zaměřením na distribuci." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2016. http://www.nusl.cz/ntk/nusl-234783.
Full textAbstract:
This diploma thesis deals with logistics concepts in the company ROMEX Inc. Theoretic part contains basic concepts of the issue. The current state and process orders are in the analytical part. The final part is devoted to suggestions for improvement and conditions of their implementation so as to lead a comprehensive development of the company, better order processing, and cost and time savings
8
Velín, Petr. "Rezidence "Nová Líšeň"." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227150.
Full textAbstract:
Thesis process in the form of project documentation, including all requirements according to applicable regulations. It is a new residential building on plot No. 5049/24 in the cadastral Brno - Lisen. The land is located in a developed area close to existing housing. The land is sloping towards the east. On the north side there is parking for residential units in connection with the entrance to the underground parking garage on the east side. The building's facade is more rugged and achieves approximate dimensions of 20.0 x 30.0 m Residential house is designed as a three-storey building with a basement, with a flat roof. In the basement there is a garage and utility room, the floors are residential units intended for permanent living persons. It is a building with a combined carrying system Porotherm and reinforced concrete structures insulated mineral insulation.
9
Michálek, Tomáš. "Bytový dům s polyfunkcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372100.
Full textAbstract:
This thesis addresses the six-storey newly built residential building with shops and underground garages. The apartment building has 80 residential units, four shops, a hairdresser and offices. The apartment house is designed as a combined column concrete skeleton with brick infill. In the underground garage there are 88 seats in the collator parking system. The building consists of a compact shape.
10
Zárubová, Martina. "Dům zdraví v Hustopečích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265707.
Full textAbstract:
This diploma thesis medical house in Hustopece deals with a design and project documentation for construction health facilities in Hustopece. Object is used to provide a daily patient care. There are nine private medical facilities of various specializations, pharmacy and optics. Object with its proposal allows wheelchair access. This is a hasnot four-storey building. Structure consists of monolithic reinforced concrete skeleton with stiffening walls, footings based and passports. internal unsound are designed from the drywall. Building roof is flat, edging attic.
11
Strnadová, Ludmila. "Rekonstrukce historického objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226762.
Full textAbstract:
In my diploma thesis deals with the reconstruction of the parish. Unused areas of the building will serve as a day care center, lounge, apartments and offices for priests. Fara, which I have chosen is located in the Pardubice region in the spa town of Lázně Bohdaneč. Fara is located northeast of the local church, which is situated in the center square. This is a two-storeyed building with attic space. The roof is hipped with a stencil asbestos cement roofing.
12
Šotolová, Hana. "Penzion." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372286.
Full textAbstract:
This thesis describes a project documentation for consruction of a guesthouse. The building is situated on the flat land in cadastral territory in Vsetín. It is two-storey building. External loadbea-ring masonry is from ceramic blocks filled with polystyrene. The ceilings are made of ceramic-concrete panels. Stairways and elevator shafts are reinforced concrete. The building is roofed with a flat roof.
13
Horáková, Lenka. "Hotel garni." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392080.
Full textAbstract:
The diploma thesis deals with a project of a new building, Garni hotel in the municipality of Pacov. The object is made up of three ground floors. The first floor contains a restaurant with limited board possibilities, restaurant facilities, a manager’s office, staff facilities and a technical area of the building. Conference rooms with facilities and hotel rooms can be found on the second floor. There is one four-bed room, three double rooms (one of them is designed for disabled people) and two single rooms on this floor. One four-bed room, three double rooms and three single rooms are located on the third floor. The building is created with a masonry structural system and is roofed with a warm flat roof with a typical sequence of layers. A green roof is used above a part of the building.
14
Mích, Ronald. "Hotel v Opavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226206.
Full textAbstract:
Master´s thesis solves new building hotel in Opava with an accommodation capacity of 32 beds. Two rooms are designed as barrier- free. Detached building has three floors. The building has exterior dimensions 32,39 m x 24,24 m and height of the object up to the attic is 11,54 m. The first floor is a facility part for the hotel and restaurant kitchen, including kitchen traffic, the capacity of restauranet is 80 people. There is accommodation, warehouses, boiler room and air conditioning room on the second floor. Accommodation and warehouses are located on the third floor. The construction system is a skeleton with brick cladding. Foundations consist from reinforced concrete footings and foundation walls from simple concrete. The ceiling is made of reinforced concrete without girders. Roof is made up of three single ply flat roofs, one of them is solved as a vegetation roof. The building is insulated with insulating contact system. The project also includes static specialization-concrete structures.
15
Dayani, Nima. "Numerical and Experimental Investigations for Wind Uplift Force on Flat Roofing System." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34265.
Full textAbstract:
The development of the construction industry brought the new methods of structural design, which have been introduced to engineers, although overall this phenomenon has increased building costs. A cost-effective construction is one of the major decision points during the definition of any engineering project, therefore, due to the opposing concepts of these two statements, revising design standards and codes are essential in order to provide adequate and cost-effective design requirements.
A single-ply roof system is a relatively new method of roof construction that has been used in the building industry in recent decades, which seems to have undergone dramatic changes due to significant structural failures that have occurred through the years. Wind-induced damage on flat roofs is a common problem for low-rise buildings and much of this damage is initiated when the steel deck roof fails, leading to the overall roofing system collapse. The FM (Factory Mutual) design recommendations, which is a standard that recommends allowable dimensions and wind rating for the roofing products, have provided tabulated steel deck span dimensions and fasteners distance for many years. To update the FM design recommendations extensive experimental and analytical investigations are required. In the current study an experimental program was conducted at the National Research Council of Canada (NRC) on flat roofing systems, for simulating the wind uplift effect on several roofing systems samples, as recommended by FM design recommendations.
A Finite Element Model (FEM) of the same roofing systems as those used in the experimental cases was developed and different loading patterns were analysed for providing a better simulation of the deflection, moments and forces responses, as measured during the experiments. The FEM was validated with the experimental results and was further employed for applying the FE analysis for more steel deck span dimensions and wind rating cases, as provided in the FM design recommendations tables.
These results were reported to the Single Ply Roof Industry (SPRI) Committee where the updating of the FM design tables is currently under discussion.
16
Hráčková, Eliška. "Polyfunkční dům Domamyslice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391931.
Full textAbstract:
The subject of this diploma thesis is the design and development of project documentation for the construction of a new building of the multifunctional house Domamyslice. The object will be located in the city of Prostějov in part Domamyslice. The new building will be divided into three separate functional units – restaurant with pizzeria, offices and residential area. It is a four-storey, partially basement multifunctional house with a flat roof based on concrete foundation strips. The structural system is designed in a wall of the ceramic blocks with ceramic ceilings. The windows will be plastic with viewing aluminium profiles. The new building has 40 parking places on the investor’s land. The diploma thesis is processed with the valid standards, laws and decrees of the Czech Republic in the current version.
17
Kolig, Vojtěch. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226547.
Full textAbstract:
This master‘s thesis deals with the project of the new-building brick detached block of flats. The object is four floored, pent roofed with flat roof. New building hasn‘t cellar. The work includes study and design documentation.
18
Hrnčiříková, Petra. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410008.
Full textAbstract:
The diploma thesis aims to create the project of a new hotel in the town of Zlín, part Kudlov. The building consists of three above-ground and one underground floor. The underground floor houses the hotel's technical facilities, luggage storage and dirty laundry storage. On the first floor there are a restaurant with a bar, a kitchen with storage, staff changing rooms, staff room, entrance, reception and sanitary facilities. On the second floor there are a conference and lounge room, a director's office, six guest rooms and additional sanitary facilities. On the third floor there are twelve guest rooms.
19
Pertlíček, Michal. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226692.
Full textAbstract:
The subject of this master’s thesis is elaboration of project documentation for building an " block of flats" according to the actual standards and norms given by law. The object has four storeys above the ground and one underground floor. Object consists of fourteen regular flats and one flat for immobile person. Object is built of brick construction system with ceilings based on the Spirol preloaded panels. Object has partially flat roof covered with vegetation and partially skew pult roof.
20
Strouhalová, Lenka. "Základní škola v Moravanech u Brna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226571.
Full textAbstract:
The subject of this thesis is a new building primary school. The elementary school is designed for 390 children aged from six to fifteen years. The object is put in the flat terrain of the selected ground in the city called Moravany u Brna. It consists of six interconnected and functionally divided parts. This thesis resolves two selected parts of the elementary school complex. It is a part of physical education and background of upper elementary school. The building has two floors and the main entrances are oriented to the north and east. The building is designed from the system KM BETA. Ceiling structure is made of reinforced concrete.
21
Dvorská, Dominika. "Sídlo firmy, Ružomberok." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392006.
Full textAbstract:
The topic of this master thesis is the elaboration of the project documentation of the new construction of a multifunctional building of the registered office of the company. New building is situated on the land in Ružomberok in the area intended for production and warehouse function. The proposed facility represents the background for a company that is a leading supplier of spare car parts. The building consists of a three floors with a partial basement. 1.PP and the part of 1.NP are storage areas. The rest of the first overhead floor is the shop. The second floor represents the administrative part of the business. The last, third floor, has 3 corporate apartments of various inclinations. The object is based on the concrete strip foundations. The structural system uses the ceramic blocks of type Therm. The walls of the basement are made of a concrete structural system. The ceilings of the building are designed as cast-in-place reinforced slabs. Screed to fall of the flat roof is thermal insulation and the finish is made of pea gravel.
22
Vavřincová, Jana. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240096.
Full textAbstract:
The subjekt of my thesis is a project of a new apartment house. The building with 16 residential units and a garage for four cars has three aboveground floors and a flat roof. The walls will be made from clay blocks HELUZ. The project of the building is in accordance with the development plan of Příbram. Further emphasis is on layout, architectural, fire and thermal aspects of the individual structures. The thesis "Apartment House" has been prepared in the form of project documentation containing all terms required by regulations.
23
Charlesworth, Peter S. "A full-scale and model study of convective heat transfer from roof mounted flat-plate solar collectors." Thesis, University of Sheffield, 1986. http://etheses.whiterose.ac.uk/5993/.
Full textAbstract:
This study is concerned with the convective heat transfer, due to the action of the wind, from the upper surface of roof mounted flat plate solar collectors. The ability to predict the quantity of heat transferred from a collector, in this manner, is necessary in order to facilitate the evaluation of the overall efficiency of a collector panel. Previous methods of determining this convection coefficient have generally relied upon extrapolations of small scale wind tunnel results to full-scale values. The validity of these methods is questionable, and it was found that there was a lack of full-scale data relating to the convection coefficient from the upper surface of a flat-plate collector. It was also found that no systematic attempt to relate model results to full scale values had been made. Full-scale experiments have been performed to evaluate the convective heat transfer coefficient, h, from the upper surface of a roof mounted flat plate. The convection coefficient was found to be dependent upon the wind speed as measured above the roof ridge line, V 6R, and to some extent upon the direction of the prevailing wind, G. Relationships between h and V 6R are presented, as are relationships between h and VH (the wind speed measured at the mid-panel height) and h and V 10 (the meteorological 10m wind speed). Small scale wind tunnel experiments were also performed. This was in order to assess the potential of using wind tunnel model results to predict accurately full-scale convective heat losses. These experiments showed some qualitative agreement with the full-scale tests. However, extrapolation of these model results to full-scale values rendered heat transfer coefficients in excess of those found in the full-scale work. Therefore the use of previously derived full-scale results from wind tunnel studies must be treated with caution. It is suggested that the full-scale results, presented here, represent a more satisfactory means of evaluating the convective heat transfer from the upper surface of roof mounted flat plate solar collectors.
24
Halgoš, Jozef. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240449.
Full textAbstract:
The objective of the bachelor thesis is the design of the hotel. The building of hotel is free standing. On the first floor there is a restaurant with the kitchen, , including kitchen traffic, a reception office and sanitary facilities for the visitors and the staff. The second and third floor are used for the accommodation of guests. Two rooms are designed as barrier- free. Bearing walls are made of Porotherm brickwork. Ceiling construction is designed from the ceiling panels Spiroll. Roof of the building is designed two types of roofs. Three floors part of the building is covered by warm flat roof and the one floor part of the building is covered by green roof. The graphical part of documentation has been processed in the Autodesk Autocad software. Thermal assesment has been processed in Svoboda software.
25
Smatana, Róbert. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392192.
Full textAbstract:
This diploma thesis aims to design a project documentation for a realization of a newbuild hotel. The building is in Sigord recreation ground, near Kokosovce village in Slovakia. The object is a detached building with three storeys and a partial basement. An entrance hall, offices, bar and a restaurant are situated on the ground floor. The hotel is on the first and the second floors. Foundations of the building are made of jamb blocks and a reinforced concrete beam foundation. Construction system is skeletal, consisting of concrete poles and reinforced concrete beams, filling and vertical constructions are made of Ytong aerated concrete blocks. Horizontal constructions are made from Spiroll precast panels, with reinforced concrete ceilings. The building is finished off with a single ply roof with a standard order of layers.
26
Slezáková, Denisa. "Obecní úřad." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391895.
Full textAbstract:
The aim of the diploma thesis submitted is preparation of project documentation for construction of new municipal authority building. The building will be situated in the center of municipality Dlha nad Kysucou. The building is divided into the municipality office and hall for social occasions. The building is detached, with partial basement and two floors. Small and large halls are situated on the ground floor. Municipality offices can be found on the first floor. Foundations of the building are formed by foundation strips of regular concrete. Wall construction system, Porotherm blocks are used for vertical structures of the building. Horizontal structures were built using celling panels Spiroll, made out of ferroconcrete. Flat single ply roof has standard order of layers.
27
Dananaiová, Ladislava. "Hotel Nábřeží u Kunovské přehrady." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409983.
Full textAbstract:
In this diploma thesis is designed a hotel with a restaurant in the recreational areaKunov,close to Senica town. It has a capacity for 50 guests. The smallest rooms are double bedrooms with at least 16 m2anda bathroom 4m2. It is four stars hotel. There are three over ground floors and a basement. On the ground floor there is a reception, toilets, a restaurant for 65 guests. There is also a kitchen and storerooms. There are 5 hotel rooms on the first floor and an office. On the second and third floors there are hotel rooms, common room, cleaning room and laundry room. On the second and third floor there is one wheelchair accessibleroom. In the basement there are utility rooms, storerooms, a workshop, a gym with locker rooms and showers. The main entrance to the building is wheelchair accessible and leads to the reception. There is also a staff entrance from the back of the building and an entrance to the garden with a hotel pool. The roof is designed as a single layer flat roof. On the grounds there are designed outside showers, toilets for men and women and a garden shelter.
28
Klemeš, Tomáš. "Hotel Rumburk ve Stříbrnicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372069.
Full textAbstract:
The content of this project is a new building of a hotel with a restaurant. The object is designed as a three-storey structure without basement. The 1st floor will feature an entrance area with the reception, storage premises, technical facilities, as well as the restaurant section with sanitary facilities and kitchen. The 2nd and 3rd floor will feature apartments for the guests, equipped with own bathrooms. Two double rooms on the 3rd floor are designed as barrier-free. There will also be a large lounge, game room and children’s room on the 2nd floor, and a small lounge on the 3rd floor. The construction will be based on foundation slabs made of plain concrete and ferroconcrete bases. The vertical construction system is solved as combined and is formed by porous concrete blocks and ferroconcrete columns. The ceiling structure above the 1st floor will consist of ventricular prestressed ferroconcrete panels. The object will be roofed with a sloping jerkinghead and a flat roof.
29
Eriksson, Johan, and Axel Mehlberg. "PLATTA TAK : En utredning om vad som bör beaktas vid projektering och utförande." Thesis, Uppsala universitet, Byggteknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-355785.
Full textAbstract:
Flat roofs have been common for many decades. They were first build in dry and mountainous areas, then they were spread in the entire world. Today flat roofs are present in all type of buildings. In Sweden they are mostly used in larger houses like shopping malls, industrial buildings and apartment blocks. Flat roofs are very exposed for the elements and since the roof is flat water can easily be stationary. The water will then start drain through slots and the construction will be destroyed. The purpose of this study is to evaluate flat roof construction of today in consideration to leakage and moisture problems. Are today's constructions any good? Are today´s building materials the ones that should be used in tomorrow's constructions? Focus has also been made to evaluate new possible solutions for the construction were prefabricated elements is one.The most leaks can be found were bushings has been made that don’t follow the acquis available. The quality of the construction is good, but there are other circumstances that creates the problems. It’s of great importance to keep water away from the construction under the production time. One way to do that is by making a weather protection. Because of the high cost it is not very common.Prefabricated roof elements have a lot of advantages. Since they are built in controlled indoor conditions building moisture is not a problem. When the roof elements come to the construction site they are already finished and the assembling will go fast and the house will be densely directly. There are some aspects that need further investigations such as transportation of the roof elements.Platta tak är idag en vanlig syn i Sverige. De används på allt från småhus och flerbostadshus till stora lagerlokaler och shoppingcentrum. Det finns flera olika varianter till exempel sedumtak, takterrasser och platta tak med exponerade tätskikt. Platta tak är väldigt utsatta för väder och vind. Då taket är platt kan vatten lätt bli stående på taket och leta sig genom springor in i konstruktionen. Fukt i en konstruktion kan bli förödande vilket kräver att takkonstruktionen måste vara utformad på bästa möjliga sätt. Syftet med studien är att undersöka dagens platta takkonstruktioner med hänsyn till läckage och fuktproblematik. Är dagens konstruktioner bra? Är de material som används idag även de material som bör användas i morgondagens konstruktioner? Fokus har även legat på att undersöka nya möjliga konstruktionslösningar där prefabricerade takelement är en möjlig lösning. Genom en intervjustudie samt en litteraturstudie har framförallt tre viktiga resultat kunnat urskiljas. De beskriv kortfattat i varsitt stycke nedan. Studien landar i att de största läckagen förekommer där genomföringar har utförts på ett sätt som inte följer de regelverk som finns. Dagens konstruktioner är i sig inte dåliga utan det är andra omständigheter som har gjort att dagens tak kan läcka. Det är idag en stor tidspress på arbetsplatserna vilket leder till att arbetet måste ske snabbare och utförandet kan bli lidande. Det är av stor vikt att vatten hålls borta från konstruktionen under produktionen. Det kan till exempel göras med väderskydd. Det används dock sällan eftersom det är relativt dyrt. Om väderskydd inte används är det av yttersta vikt att isolering och tätskikt inte läggs när det regnar. Det är även viktigt att taket täcks in när arbetsdagen är över för att förhindra att regn och snö tar sig in. Prefabricerade takelement är fortfarande ovanliga men har flera fördelar. Eftersom det byggs inomhus i kontrollerade förhållanden är byggfukt inte ett problem. Tidspress och dåliga arbetsförhållanden som kyla och regn finns inte heller vilket talar för att en bättre kvalité kan erhållas. Eftersom elementen redan är färdiga när de kommer till byggarbetsplatsen går det snabbt att installera och få ett tätt hus. Det finns dock moment som behöver vidare undersökningar, ett exempel är transporter. Hur klarar de prefabricerade elementen vibrationer, saltstänk och avgaser?
30
Němec, Filip. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410059.
Full textAbstract:
The subject of this diploma thesis is the design and elaboration of project documentation for the implementation of a new multifunctional building. The building will be located in the city of Brno in the district of Ko-márov. The new building will be divided into three separate functional units - underground garage, office space with hairdresser and residential part. Each apartment is equipped with a separate balcony. It is a four-storey, partly basement multifunctional house with a flat roof, based on reinfor-ced concrete slab. The construction system is designed wall. The basement part of the buil-ding is built from concrete molded blocks of permanent shuttering, the above-ground part from ceramic blocks of the Porotherm system. The ceiling structure consists of reinforced concrete monolithic slabs. The windows will be plastic. The thesis is designed in accordance with applicable laws, ordinances and standards.
31
Chromjak, Martin. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226586.
Full textAbstract:
This master's thesis deals the design documentation for construction of the Hotel. The building has six floors . On the 1st floor there are entrance hall , bar , dance hall , restaurant, conference rooms and a wellness center . On the 2nd floor there are administrative offices, fitness room, children play room and three large patios . On the 3rd – 6th floors there are hotel rooms . The main support system of the building is the skeleton frame construction.
32
Teplý, Jan. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265671.
Full textAbstract:
The dissertation contains the project and working out of the designing documentation for execution of a multifunctional building. The project deals with a new multifunctional building in the marginal part of the Olomouc city. The object is a brick building with no cellar and four above-ground floors. The ground plan of the building is regular and mainly rectangular. There are balconies at the corner and in the middle of the eastern part of building in above-ground floors. The last floor is partially receding and there are two terraces here. There is the flat roof construction. The horizontal and vertical supporting and non-supporting constructions are suggested from the Heluz´s brick system. There are three places of business on the ground floor and ten flats on the above-ground floors. The building site has a plane terrain.
33
Salva, Martin. "Městský dům - architektura kombinace funkcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225866.
Full textAbstract:
The project deals with completion a REC block buildings in Brno – Zábrdovice, defined by local roads. For the design of mass was used a porosity principle, when the site was covered with maximum static mass cutted by dynymic communication-optimal connections through the object. Object has five floors and a basement with garages and technical facilities. In the 1st floor and the part of 2nd floor are business premises, on the 2nd and 3rd level are administrative premises. On the part of a 3rd floor and in 4NP and 5th floor there are apartments. The foundations of an object is the reinforced concrete slab, the constuction systém is formed by reinforced-concrete columns with brick walls. Ceilings and staircases are monolithic reinforced concrete. Object is topped by a flat roof, part of the roof is greened.
34
Všelko, Miroslav. "Považské vojnové múzeum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226514.
Full textAbstract:
The Master’s thesis solves a design of the modern War Museum of the Považie Region. The building is situated in the centre of Považská Bystrica town. It is the representative four-storey building with flat single roofs, intended for general public use. The object is divided into two main parts. There are museum part and administration part. The museum part is a monolithic reinforced-concrete skeleton with light single facade. The administration part is a masonry construction system and it will serves especially for employees. The thesis containes a project of executive documentation including construction details and other assessments.
35
Bílková, Andrea. "Mateřská škola v Kosově, okres Šumperk." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392021.
Full textAbstract:
This diploma thesis deals with the processing of project documentation for two storey, cellular basement kindergarten in Kosov. The object is designed slightly sloping terrain. The entrance to the building is from the north side. Terrace with access to the garden is in the southern part. The street façade has color images. The operation consists of 3 departments, a multipurpose hall, an operating section and a part of teachers.
36
Kozelková, Klára. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265237.
Full textAbstract:
The subject of this thesis is to design a multifunctional building. The proposed structure consists of two separated buildings by an expansion joint. The first building has floor ground floor and includes a residential part with seventeen dwelling units and three commercial spaces. The second building contains two ground floors and includes café. The residential part is covered with flat roof without operating. The building with café is covered by green roof. The multifunctional building has been designed with two separate parking areas with corresponding number of parking places.
37
Körner, Daniel. "Věznice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265708.
Full textAbstract:
The topic of my final thesis is a design of a new building prison. The building is designed as prison with supervision. The building is situated on a flat terrain on the selected piece of land in a city of Jindřichův Hradec. The building has three above-gound floors and one underground floor. The building is designed of a cast-in-place reinforced concrete wall system. The roof is made as warm flat roof. The main entrance is west-facing. The project documentation which is needed for a realization of the new building is worked up with six structural details. Drawing part was processed in a computer program ArchiCAD.
38
Měřínský, Tomáš. "Sportovní klub." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225779.
Full textAbstract:
The master´s thesis subject is a sports club, which has a partial basement standing on a slightly sloping area with a basement and three floors. Roofing is solved over one part of a single-layered flat roof above the other parts of the wooden rafter in the form of double-layer roofs. The sports club is a restaurant, sports facilities and in the 2 and 3 floor are rooms for guests. The facade is designed contact system ETICS. External object dimensions 47.96 x 49.78 m The building is a parking lot, which leads driveway. Fundamentals are formed foundation passports, which are made of concrete C20/25. Perimeter load-bearing walls tl.400mm basement is constructed of concrete formwork system with the BTB B410 horizontal reinforcement and interior bearing walls tl.250mm basement are made of ceramic bricks POROTHERM. All perimeter bearing walls and floors tl.300mm 400 mm are designed ceramic block POROTHERM, internal bearing walls tl.250mm and 300mm are made of ceramic bricks POROTHERM. Partitions tl.100mm and 150 will be made also of ceramic bricks POROTHERM. The horizontal soffit is solved from the ceiling panels prestressed girder system and SPIROLL POROTHERM. The staircase is made concrete slab.
39
Murárik, Michal. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392177.
Full textAbstract:
The topic of this thesis is a project documentation of a Nursery School located in Trencin part Juh. The object had been designed as a stand-alone three storey building. The topic of this thesis is a project documentation of a nursery school located in Trencin quarter - Juh. The object has been designed as a stand-alone three storey building with two above- and one under-ground floors. Nursery school consists of two separate classrooms for kids, part for operations and employees, two creative areas, basement with storage space and garden. Only basic food is going to be prepared directly in the building, main courses will be brought by external provider and warmed up. A combined wall construction system made of Porotherm 30 Profi bricks and one reinforced concrete pillar have been used. In the basement the walls are constructed using permanent shuttering filled with concrete. Ceilings are of reinforced concrete. The object is founded on foundation stripes. The roof is then designed as one-shell flat with standard order of all layers. Above the 2nd floor the roof is projected as walk able , in the eastern part above the 1st floor as walk able with concrete paving on the rectification pads and above western part of the 1st floor it is designed as green vegetation roof. The access road to the object leads to the northern side of the building. In the eastern part of the estate an independent parking lot for parents is located, in the western part then one for employees and supplying. The southern part of the object is occupied by garden with projected area for playing and stay of the kids outside.
40
Houška, Ondřej. "Administrativní budova s garážemi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265563.
Full textAbstract:
THIS DIPLOMA THESIS DESCRIBES THE DESIGN OF AN ADMINISTRATIVE BUILDING WITH GARAGES FOR A COMPANY ENGAGED IN THE PRODUCTION OF CONCRETE PRODUCTS. THE BUILDING IS SITUATED IN THE TOWN OF PLANA NAD LUZNICI, NEAR THE TOWN TABOR. THE OBJECT DOES NOT HAVE UNDERGROUND FLOORS AND HAS TWO FLOORS. THE BUILDING AND GARAGE ARE COVERED BY A FLAT GREEN ROOF WITH EXTENSIVE VEGETATION.
41
Sysel, Jakub. "Územní studie aktuálního rozvojového území města Kroměříže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-355006.
Full textAbstract:
This diploma thesis deals with the study of the new development of the current development area of the town of Kroměříž in its northeastern part behind the psychiatric hospital between the streets Lutopecká and Havlíčková. This territory connects the local part of Terezov and Barbořina. The aim of the study was to propose new housing for more than 1,200 inhabitants in a currently unbuilt area in accordance with a valid territorial plan. The solved territory is divided into three stages of construction. The northeastern part follows the existing housing development with two-storey apartment buildings. In the rest of the area there are designed individual houses and partly terraced houses. The area is complemented by a kindergarten, shops and a parking house. In accordance with the territorial plan there is also a park and a sports ground with a playground and a sports hall. The character of the territory is greatly influenced by some already existing engineering networks and their protection zones, the transfer of which is economically disadvantageous. Due to the marginal position of the solved territory, the study proposes the extension of the service by public transportation by another two places. The new transport link between streets Lutopecká and Havlíčková would cause a significant traffic movement to increase over the area, so the study envisages a calm traffic in the form of a maximum speed limitation of 30 km/h and the communication system consists of two-way and one-way communications. Transportation is provided by the garages belonging to family houses supported with parking along the roads. In the apartment part, parking is possible in the outdoor parking lots and to supplement the necessary capacity, the study also proposes a parking house.
42
Lönnies, Viktor. "Evaluation of roof-pillar interface and its effect on pillar stability in mine #101." Thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62105.
Full textAbstract:
The company Rio Deserto is currently mining the famous Barro Branco coal seam in the state of Santa Catarina located in the south of Brazil. One of their coal mines, #101, is experiencing problems related to the pillars in one panel. The coal seam is slightly inclined and several pillars have developed damages on the down-slope side with focus in the top corner. Damage inspections revealed a thin clay layer located between the coal pillar and the overlying siltstone. The clay layer is believed to affect the pillar strength and possibly be a source for the observed damages. Aim of this report has been to evaluate different theories behind the damages, focusing on the clay interface using numerical modelling with FLAC. Using convergence data, a calibration of the model is initially done before evaluating the combination of different interface and coal strength while observing the pillar. In addition is an evaluation of influence from structures such as cleats/joints. The results clearly show that with a small shear displacement (1-4 mm) the pillar damages are almost symmetrical on the up-slope and down-slope side of the pillar. Structures can influence and contribute to non-symmetrical pillar damages although not perfectly matching the field observations. Furthermore, the results show that a forced shear movement (8-25 mm) best reproduce the observed damages. A shear movement along the interface is therefore believed to be source mechanism behind the pillar damages. The forced shearing can potentially be explained by factors not considered in the model such as horizontal stresses, disturbances by mining and presence of water within the clay.
43
Cuskey, Lusie. "Roots in the Earth and a Flag in my Hand: Rural Gender Identity in American Musical Theatre." Thesis, University of Oregon, 2016. http://hdl.handle.net/1794/20431.
Full textAbstract:
The integrated musical is a vehicle for the creation and communication of a national identity, created through the use of coded performances of gender and, at times, rural settings conceptualized as essentially “American.” There is, however, little research about the ways in which gender operates in rural settings in musical theatre, or the ways in which rural gender identities are utilized to communicate nationalist ideologies. This thesis seeks to address this gap in research by examining three contemporary American musicals – Carrie, Violet, and The Spitfire Grill – in light of both American musical theatre conventions surrounding gender performance and contemporary theory around gender, rurality, and intersectional rural gender identities. This thesis ultimately suggests that an approach to rural gender in musical theatre grounded in a specific physical and cultural moment and location is best equipped to both honor the narratives of rural communities and propagate appropriately complex narratives of national identity.
44
Valtr, Filip. "Bytový dum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240274.
Full textAbstract:
The main goal of this diploma thesis is design documentation of Block of flats. It is detached building with four aboveground floors in capital Prague, district Prague 5 – Radotín, Zderazská street. The building is residental building in term of functional concept. The block of flats contains 10 flats. On the first floor is located technical facilities of house and 2 flats, one of them is designed as barrier free. On the other floors is located the other 8 flats. The object consist one operating unit. The main focus was create higher standard of living in newly developing suburb of Prague. The block of flats has 14 parking places and own garden. Reinforced concrete columns form the vertical supporting construction, reiforced concrete slabs and reinforced concrete beams create the horizontal supporting construction. The bulding is roofed by flat roofs. Infill wall is from ceramic tiles. On the object is designed a ventilated facade.
45
Homola, Jan. "Penzion pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391996.
Full textAbstract:
This diploma thesis deals with the project documentation for the execution of the pension for seniors. The land is located in the village of Kozlany. Pension serves long-term accommodation for 30 people. The building has one underground and three above-ground floors. The stop is done with a single-shell surface impermeable roof. The construction is designed as a monolithic skeleton.
46
Nemečkayová, Monika. "Novostavba mateřské školy v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392208.
Full textAbstract:
The aim of my diploma thesis was a project of a new kindergarten. The building is situted in the land register Brno Bystrc. It is a two storey building without basement. On the first floor there are located three classes, each with a capacity of 24 children. On the second floor there is celebratian hall, classrooms for external activities and offices. Kindergarten is based on strip fundation, and covered by flat roof with attica. I designed the project with emphasis on disposal orientation according to the cardinal points and constructed arrangements of the building. Durring the process I tried to use modern methods and common materials. The drawing part was processed in the AutoCAD and ArchiCAD computer program. Part of the work is fire, acoustic and thermal-technical solution.
47
Šlancar, Zdeněk. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225782.
Full text
48
Luo, JunLu. "A New Rock Bolt Design Criterion and Knowlwdge-based Expert System for Stratified Roof." Diss., Virginia Tech, 1999. http://hdl.handle.net/10919/28512.
Full textAbstract:
Since its development in the 1920s, bolting has become the most dominant support method in underground construction. However, because of the geological environment, the design process for roof bolt systems is an art rather than a science. To quantify the selection of bolting systems a MSBT (minimum solid beam thickness) approach was developed. The ultimate goal of this bolt design paradigm was achieved by optimizing bolt length, bolt density, and bolt pretension during installation. The impact of the number of strata layers within bolting range and pretension applied to bolts upon the stability of an opening was investigated using FLAC model. Four statistical models for predicting optimum bolt supports using a minimum solid beam thickness were established, and based on these results, a design criterion was proposed.
To meet support needs in various geological and geotechnical settings, a variety of bolt types have been developed. The installation of such bolt-based support systems is often complex and specialized, and thus imposes a challenge for engineers to identify the specific cause and to take appropriate remedial measures once problems arise. To solve these problems, a knowledge-based expert system (KBES) has been developed. The knowledge base includes the data accumulated from years of laboratory and field investigations conducted by the Mine Safety and Health Administration of the US Department of Labor. A user-friendly Windows-based program was implemented using KAPPA environment. After identifying the problem, the KBES searches its knowledge base and reasons out the most likely, secondary, and other potential causes, then provides solutions according to users' input.
The results of this research are validated and demonstrated using case studies.Ph. D.
49
Kuttelwascherová, Kristína. "Mateřská školka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372043.
Full textAbstract:
This diploma thesis is a project of a two-storey building of a Kindergarten. The building will be used for educating preschool children. On the ground floor, there are two base classrooms, one in each wing of the building. Each classroom has several zones (relaxing, playing, creating). Each classroom also has its own dressing room, washroom + toilets. On the ground floor, we can also find facilities for teachers and the principal office. Since finished food will be delivered, the building only contains a food preparation facility + dry storage. The second floor is accessible either by stairs or by elevator. On the second floor, there is another base classroom with its own dressing room and a washroom with toilet. Food is transported from the first floor by elevator, which is not designed for transporting people. On the second floor, there is also the teacher´s base + large social hall for occasional events. The kindergarten building has an atypical layout. The building is partly roofed by a flat roof and partly by a gabled roof. The project was processed using the computer program AutoCAD. During processing, emphasis was placed on the correct layout, architectural design and safe use of the building.
50
Mlkvíková, Nikola. "Rekreační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226558.
Full textAbstract:
The subject of master´s thesis named „Holiday centre“ is elaboration of project documentation of building part. The building is consists of accommodation units, relaxation centre and restaurant joint with kitchen. Holiday centre contains 15 accommodation units for 45 persons, one accommodation unit for two persons is designed as barrier free. Capacity of restaurant is also 45 persons. Building has 4 floors. Base construction system is bricked, amended to tensioned ceiling panels. Object is positioned to foundation strips. Building roof is partially composed from gabled and partially from flat roof.