Dissertations / Theses: 'Building panel'

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Amigo, Jesus Menendez. "Optimisation of timber frame closed panel systems for low energy buildings." Thesis, Edinburgh Napier University, 2017. http://researchrepository.napier.ac.uk/Output/1035263.

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The United Kingdom published a legally binding document to reduce national greenhouse gas emissions by year 2020 up to 34% against the 1990 levels. This target also fulfils the Europe 2020 strategy of 20% carbon emission reductions by year 2020 (EC, 2010). Emissions due to space heating count for around 60% of the total domestic emissions (DCLG, 2012). The report “Rethinking Construction” published in 1998 emphasised the opportunities to improve the quality and efficiency of the UK construction sector (Egan, 1998). More recently, a framework has been published by the Government to tackle fuel poverty by building more energy efficient homes (DECC, 2015). In terms of energy performance, Passivhaus is recognised as one of the most energy efficient and researched construction standards which requires an exceptionally high-level of insulation and airtightness. Closed-panel timber frames are a relatively new system in UK with an opportunity for growth. These advanced panels are pre-fitted in the factory, reducing the on-site work. However, closed-panel systems present a more complex sole plate fixing detail which can have an undesirable long-term impact on the structural and thermal performance of the building. The work presented in this thesis investigates the structural considerations, racking performance, of timber frame closed panel systems for future building regulations. The thesis underlines the significance of structural stability, serviceability and detailing in relationship with long-term thermal efficiency and airtightness, according to Passivhaus standard. An experimental study was carried out to investigate the structural racking performance of advanced closed panel systems. A comparison was made between the behaviour of the timber frame panels and the analytical PD 6693-1. A set of different wall panel built-ups is presented for optimised Passivhaus design, including thermal bridge-free sole plate details. A timber frame racking software application was developed to optimise the structural design of shear walls. A parametric study was carried out with this tool to generate efficient timber frame wall design tables for different applied racking loads and U-values. The software application also allows for direct specification of robust sole plate base fixings and thermal bridge free details.

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Hubálek, Michal. "Využití řídicího systému Foxtrot jako Building Management System." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2013. http://www.nusl.cz/ntk/nusl-220158.

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This diploma thesis describes an intelligent wiring system especially of one’s home. Modern Foxtrot System from TECO, JSC has been examined and done to work. In the first part of the thesis the highly diverse options of the intelligent home system are dealt with. The second part of the thesis treats the concept of Foxtrot System in greater detail. The objective is to describe the use of the control system as well as the advanced automation. The larger part of the diploma thesis deals with a sample laboratory Foxtrot system panel, its draft, functions and construction. The budget for the draft and the construction is created and based on the prices of Foxtrot System components. As for the planned integration of the laboratory panel in education, two laboratory manuals are developed and vary in their control functions. In the first manual Foxtrot System, Mosaic software and push button control panel are introduced to the user. The second one describes how to create a more complicated program that is used to control the system via the web interface computer or Smart phone and are also used buttons.

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Hamid, Munshi Ab. "Influence of wall panel characteristics on the productivity of bricklayers." Thesis, University of Dundee, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.326360.

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Bregulla, Julie. "Investigation into the fire and racking behaviour of structural sandwich panel walls : a methodology to assess load bearing sandwich panels in fire." Thesis, University of Surrey, 2003. http://epubs.surrey.ac.uk/807/.

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Rancourt, Derek Gerard. "Structural Behavior of Wood I-Joist/OSB Roof Panel Assemblies." Fogler Library, University of Maine, 2010. http://www.library.umaine.edu/theses/pdf/RancourtDG2010.pdf.

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Bradford, Nicholas M. "Design Optimization of Frp Composite Panel Building Systems: Emergency Shelter Applications." [Tampa, Fla.] : University of South Florida, 2004. http://purl.fcla.edu/fcla/etd/SFE0000484.

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Harrison, Tracy Lynn. "Building core competencies in auto body panel stamping through computer simulation." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/12849.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Materials Science and Engineering, 1992 and Thesis (M.S.)--Sloan School of Management, 1992.
Includes bibliographical references (p. 76-78)
by Tracy Lynn Harrison.
M.S.

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Fosså, Kjell Tore. "Slipforming of Vertical Concrete Structures. Friction between Concrete and Slipform Panel." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2001. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-42.

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Slipforming is a construction method that has been used in several decades for production of concrete structures. It is a wide range of different structures that are slipformed, but typical are vertical structures such as towers, bridge columns and offshore platforms. Slipforming are not only used for straight vertical concrete structures, but also on structures where the geometry of the structure and the wall thickness is changed. Slipforming is normally a continuous working operation (24 hours a day), which require a well-planned supply of materials. Problems that occur during this process needs to be solved instantly. Slipforming is a rather complicated operation compared to other construction techniques. The requirements to the materials, personnel and the execution of the work are therefore accordingly higher.

Slipforming of concrete structures has in most cases been carried out successfully with no or only minor supplementary work. However, in some cases, surface damages have occurred during slipforming. Typical surface damages are lifting cracks and vertical lined damages caused by lumps formed on the slipform panel. These problems have during recent years caused discussion and partly also scepticism to slipforming as a reliable construction technique. The Norwegian Public Roads Administration has recommended in Publication 77 that some concrete structures should not be slipformed depending on the environmental impact at the location, geometric degree of difficulties of the concrete structure and the type of concrete. Also in other countries there are scepticism to slipforming as a construction technique.

The prime objective of the research program is to improve the understanding of the slipform technique as a construction method in order to ensure high quality concrete structures. The objective is to identify the parameters affecting the net lifting stress (friction) that occur during lifting of the slipform panel. Focus is given to the importance of the concrete properties that will influence the forces that occur between the slipform panel and the concrete. Also any connection between the friction level and the surface damages is investigated. Based on the result it should be possible to define requirements for materials, mix composition and method of execution to ensure that the specified quality in the structure is obtained.

The lifting stress can be divided in static lifting stress and sliding lifting stress, where the static lifting stress represents the friction that has to be overcome in order to start sliding and the sliding lifting stress is the minimum friction that occurs during sliding. The difference between the static and sliding lifting stress is caused by the decreasing effective pressure during lifting at the sliding zone and the adhesion that occurs because of no movement of the slipform panel between two lifts. Both static and sliding lifting stress are closely related, but the static lifting stress can be extremely large compared to the sliding lifting stress.

The friction law can be used to describe the correlation between the net lifting stress and the effective pressure. This correlation is almost linear and applicable for both the net static and sliding lifting stress. The effective pressure, which represents the pressure between the solid particles and the slipform panel, is the difference between the normal pressure (concrete pressure against the slipform panel) and the pore water pressure. It is primarily the pressure in the pore water that is responsible for most of the variation in the effective pressure during the plastic phase and the transition period, which means that it is mainly the variation in the pore water pressure that controls the level of the lifting stress. The pore water pressure is decreasing slightly in early phase because of the settlement in the concrete. During the elastic phase, the pore water pressure start to decrease faster as an effect of the chemical shrinkage that occurs because of the cement reaction.

The pore water pressure development can be characterised by the decrease rate of the pore water pressure and the minimum pore water pressure. The minimum pore water pressure is defined as the pore water pressure at the time of maximum lifting stress. The minimum pore water pressure occurs just before the pressure is increasing at the sliding zone close to the slipform panel. It is primarily the level of the minimum pore water pressure that will decide the maximum level of the static and sliding lifting stress. The pore water pressure decrease rate and the minimum pore water pressure depends on the particle concentration and particle size distribution for the finer particles and also the air content in the concrete. Higher particle concentration and finer particle size distribution will both result in a faster pore water pressure decrease rate and a lower minimum pore water pressure. A higher air content will reduce the effect from the chemical shrinkage because the existing air volume will act as a pressure release volume, resulting in a lower pore water pressure decrease rate and a higher minimum pore water pressure.

Also the compaction method will have an impact on the decrease rate of the pore water pressure and the minimum pore water pressure, because the air content will be reduced with prolonged vibration time. Prolonged vibration will in general result in a higher lifting stress, depending on the response on the concrete during vibration. When lightweight aggregate is used in the concrete, the entrapped air in the lightweight aggregate will increase the pore water pressure and result in a lower lifting stress. Porous lightweight aggregate will have larger impact on the pore water pressure than denser lightweight aggregate.

Pressure gradients that occur between two concrete layers will affect the decrease rate of the pore water pressure. Water will “flow” from layers with younger concrete without any negative pressure to concrete layers with lower pore water pressure. This will reduce the decrease rate in the concrete layer that receives the water. In later stage the same concrete that supplied the concrete layer below with water will receive water from the concrete layer above. The pressure gradient at the joint (between two concrete layers) will be more even as a result of the water communications between the concrete layers. Evaporation of water from a fresh concrete surface will result in a faster decrease rate and a lower minimum pore water pressure because of the drying process will form menisci near the surface. The water communication is in general good in the concrete in this phase.

The time at which the minimum pore water pressure occurs will also have an impact on the minimum pressure level. A shorter period of time from the minimum pore water pressure occur to the time of initial set will result in a relatively higher minimum pore water pressure and a lower lifting stress. The minimum pore water pressure has occurred earlier when water has evaporated from an exposed concrete surface. Also when very rough slipform panel is used, the incipient vacuum between the slipform panel and the concrete is punctured early (collapse of the capillary system at the sliding zone) because of the rough panel surface and will result in a relative low lifting stress.

Both the lifting frequency and the lifting height has a considerable effect on the static lifting stress. Lower lifting height or decreased lifting frequency will both result in a lower pore water pressure and a higher static lifting stress. This is probably because the interface zone is disturbed each time the slipform panel is lifted. Less disturbance of the interface will result in a lower minimum pore water pressure. The lifting stress is decreasing during lifting as an effect of the decreasing effective pressure at the sliding zone and the reduced adhesion. The effective pressure at the sliding zone is probably at minimum and the adhesion is completely broken when the lifting stress is stabilized on a minimum level. The sliding lifting stress is also affected of the lifting frequency and the lifting height if not the minimum level is reached during the lift.

Surface damages caused by high lifting stress are not demonstrated in the vertical slipform rig. However, similar concrete mix design that has been used in a field project, where surface damages occurred, has been tested in the vertical slipform rig. The concrete mix in this field project was replaced with a new concrete mix, where no or only minor surface damages occurred after the replacement. Both concrete mixes is tested in the vertical slipform rig and the result show a considerable higher static and sliding lifting stress for the concrete mix that was used when surface damages occurred. This indicates that there are a connection between high lifting stress and risk for surface damages. This means also that concrete mixes that obtains high lifting stress in the vertical slipform rig is more exposed to surface damages than concrete mixes that has obtained lower lifting stress.

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Loury, Sharon D., Ken Silver, and Joe Florence. "Building a Consensus for Tomato Worker Ergonomics: A Community-expert Panel Study." Digital Commons @ East Tennessee State University, 2012. https://dc.etsu.edu/etsu-works/8193.

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Yuksel, Bahadir S. "Experimental Investigation Of The Seismic Behavior Of Panel Buildings." Phd thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/2/1070309/index.pdf.

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Shear-wall dominant multi-story reinforced concrete structures, constructed by using a special tunnel form technique are commonly built in countries facing a substantial seismic risk, such as Chile, Japan, Italy and Turkey. In 1999, two severe urban earthquakes struck Kocaeli and Dü
zce provinces in Turkey with magnitudes (Mw) 7.4 and 7.1, respectively. These catastrophes caused substantial structural damage, casualties and loss of lives. In the aftermath of these destructive earthquakes, neither demolished nor damaged shear-wall dominant buildings constructed by tunnel form techniques were reported. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code and the Turkish Seismic Code present limited information for their design criteria. This study presents experimental investigation of the panel unit having H-geometry. To investigate the seismic behavior of panel buildings, two prototype test specimens which have H wall design were tested at the Structural Mechanics Laboratory at METU. The experimental work involves the testing of two four-story, 1/5-scale reinforced concrete panel form building test specimens under lateral reversed loading, simulating the seismic forces and free vibration tests. Free vibration tests before and after cracking were done to assess the differences between the dynamic properties of uncracked and cracked test specimens. A moment-curvature program named Waller2002 for shear walls is developed to include the effects of steel strain hardening, confinement of concrete and tension strength of concrete. The moment-curvature relationships of panel form test specimens showed that walls with very low longitudinal steel ratios exhibit a brittle flexural failure with very little energy absorption. Shear walls of panel form test specimens have a reinforcement ratio of 0.0015 in the longitudinal and vertical directions. Under gradually increasing reversed lateral loading, the test specimens reached ultimate strength, as soon as the concrete cracked, followed by yielding and then rupturing of the longitudinal steel. The displacement ductility of the panel form test specimens was found to be very low. Thus, the occurrence of rupture of the longitudinal steel, as also observed in analytical studies, has been experimentally verified. Strength, stiffness, energy dissipation and story drifts of the test specimens were examined by evaluating the test results.

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Lim, Chim Chai. "Analysis, design, and construction of tilt-up wall panel." Thesis, Virginia Tech, 1987. http://hdl.handle.net/10919/45801.

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The idea of tilt-up construction started in America in the early I900’s. In the beginning, this technique was mainly used on structures such as industrial warehouses and factories. However, recent developments and improvements in tilt-up construction technique and accessories have enabled this building method to be applied to many architecturally appealing offices and residential structures. There are many details the design-build team must consider to ensure the success of a tilt-up project. The floor slab must be designed for panel casting and to withstand the loading of the mobile crane which will be used to lift the panel. The crane capacity affects the panel size and weight. Proper curing and bondbreaker application are very important to reduce bonding and to ensure clear cleavage between concrete surfaces. Changing rigging configuration consumes expensive crane time and must be reduced to minimum possible. The availability of ground-release quick connect/disconnect tilt—up hardware improves workers safety and speeds up the erection process substantially. Although the stress analysis of simple wall panels during erection can be done by hand, panels with more complicated geometry or with openings, are more efficiently analysed with a computer. Many manufacturers have technical services to help in the design of insert layout so that the concrete will not be over stressed when the panel is tilted into position. After the panel is plumbed, it is braced temporarily before the final connection is made. For in-place loading there are now design aids available which ease the design process. When properly designed and built, tilt—up has proved to be a fast, efficient, and economical building construction technique.
Master of Science

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Zamazal, Martin. "Nové laboratorní úlohy pro předmět "Automatizace budov"." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-254419.

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This master’s thesis extends the teaching possibilities of the course “Building automation” in two areas. The first area is the visualization of KNX educational panel, which is made through iRidium software package in several variants. The second area is the design and manufacture of the educational switch panel with different types of switches, in which students can simply try wiring, which are commonly used mainly in civil engineering. Part of the second area is the creation of several teaching tasks.

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Kotianová, Miriama. "Dřevostavba polyfunkčního objektu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372311.

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The main aim of this diploma´s thesis is a design of documentation for construction of the object wooden multipurpose building in Brno. This new building is in cadastre unit Bohunice, is three-storey with a basement. The construction system is designed as a wall (structural) system of CLT panels conducted with cast-in-place reinforced concrete. The project is devised to fit in to the neighborhood.

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Yu, Xu. "Investigation of a novel multifunctional roof panel for hybrid photovoltaic/thermal/daylight application in atrium and large green house." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/30595/.

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Daylight is an energy efficient solution for illumination and visual comfort in buildings. However, successful daylight design requires effective daylight control technology to eliminate the negative impact such as overheating, unbalanced indoor daylight distribution and glare. With this mind, the current thesis presents a novel multifunctional roof panel which might be applied in atrium and large green house. The working principle of the panel is based on the non-imaging low-concentration solar collector: dielectric Compound Parabolic Concentrator (CPC). Detailed study on the dielectric CPC has found that there would be some light escaping from side wall of CPC when the incident light is beyond CPC acceptance angle, which could actually be used for indoor daylight provision; while the incident light concentrated on the base of CPC could be used for concentrating PV application. Thus a dielectric CPC panel which consists of several trough dielectric CPC rods is designed and manufactured, its function of hybrid PV/Daylight is investigated through PHOTOPIA simulation and outdoor testing, both simulated and measured results showed that under sunny condition, only 10-15% of light could be transmitted through the panel in cooling season, and the rest of the light is used for concentrating PV application; while light transmittance of about 40-60% is achievable in winter period, when daylight is desired. Additionally, constant light transmittance of about 40% is achievable under overcast sky. The above figures could verify the seasonal daylight control ability of the panel. On the other hand, for the designed panel, the rejected heat on PV could still flow into the building. As a result, a PV/Thermal system is designed to remove the rejected heat on PV cell and reutilize it for thermal application such as food drying. The design parameter such as approach velocity, pitch distance, and perforation porosity are numerically investigated by CFD simulation. The prototype of the system is built and measured under solar simulator and real sky. Both simulated and measurement results showed that the heat recovery efficiency could be 40-80% depending on different geometries and approach velocities; and little amount of rejected heat could transfer from the PV cell to the building interior. The hybrid PV/Thermal application seems to be achievable. Lastly, the energy and economic performance for the EW-orientated dielectric CPC panel is investigated using new proposed concept of “inner south projection angle” and its correlation with the CPC optical performance, the building energy simulation software EnergyPlus and its weather data are also employed. An example case on an educational building with a central atrium in Nottingham shows that: compared to the conventional double glazing window, there is 55% increase in useful daylight illuminance (500-2000lux) percentage; 81.5% reduction in window solar heat gain in cooling season and only 10.78% reduction in window solar heat gain in heating season; there is also a power generation of 290.65W/m2 from PV cells; and the estimated payback period is less than 5 years. Therefore, the proposed multifunctional roof panel for PV/Thermal/Daylight application could comprehensively utilise the solar energy and provide comfort thermal and visual indoor environment.

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Kozáková, Martina. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240285.

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The diploma thesis is based on design of a multifunctional building in Lazany. The object is situated in a build-up area. There is the patisserie and the grocery on the first floor. There is six flats on the second and the third floor. The building has three floors without a cellar. There is a parking for customers and tenantry of building. The object is based on the footings of plaint concrete and it is used the building system POROTHERM. The ceilings are made of ceiling panels SPIROLL and the roof is flat.

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Poláková, Jana. "Financování rekonstrukce panelových a bytových domů pomocí dotace." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2008. http://www.nusl.cz/ntk/nusl-221976.

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This Master’s thesis deals with performance and disassembly possibilities of financing of panel and flat building’s reconstruction. The thesis focuses mainly on the financing through grant from the PANEL. The specific example demonstrates the analysis and subsequent selection the most appropriate method of financing the general revitalization.

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Fuchs, Ondřej. "Vývoj výstavby rezidenčních nemovitostí v Brně, katastrální území Starý Lískovec." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-401067.

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This diploma thesis focuses on the development of construction of residential real estate in Brno, in the area of Starý Lískovec, which was the original village but became a city district. The work maps the types of construction in different time series, from the oldest construction to modern construction. It also deals with the future development of the city district, planned construction and projects. A more detailed analysis of the period where panel buildings were build, which is crucial for the area in terms of residential construction.

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Macháčková, Klára. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410046.

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The subject of the master thesis is a new hotel building. The hotel is a three-storey, non-basement building with a flat roof, which serves for temporary accommodation for 42 guests. On the first floor is a restaurant with all necessary facilities for guests and staff, lobby with a reception and a small shop. The other two floors are designed to accommodate guests. The hotel is based on foundation passports. The vertical load-bearing structures are made of ground brick blocks. They are insulated by contact insulation system ETICS. Horizontal structures are made of prestressed ceiling panels. Part of the master thesis is thermal engineering assessment, fire safety solutions and assessment in terms of acoustics and daylight. The master thesis contains a drawings and technical documentation.

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Sengun, Dogan Banu Nur. "An Investigation On The Performance Of Aluminium Panel Curtain Wall System In Relation To The Facade Tests." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615435/index.pdf.

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Extruded aluminium has become the material of choice for building envelope owing to its lightness, wide range of possibilities for profile design, durability and the eco-friendly attitude. In the light of recent technological developments in metal and glass industries, there has been various new approaches towards aluminum curtain wall systems which are mostly preferred by architects in high-rise buildings. Herein, the panel curtain wall system is determined as innovative and the modern aluminium curtain wall system. Furthermore, in the recent prestigious high-rise buildings, the demand of the architects and the contractors begins to replace the conventional curtain wall system which is constructed via stick construction technique, with panel curtain wall system which is applied to the building in a modular form . The main aim of this study is to investigate why the panel curtain wall system comes to the forefront especially for high-rise buildings. Accordingly, the basic architectural, structural and constructional design principles of unitized aluminium curtain wall systems are defined, analyzed and then the advantages and disadvantages of this system are pointed out from an architectural point of view. In order to evaluate the performance of panel curtain wall system against environmental factors, the facade tests, which are new and still-developing methods in Turkey, are used. The extensive facade tests have been conducted on full-scale specimen under field conditions reproduced in an equipped test chamber by authorized facade testing company and the assessment of this curtain wall performance was provided accordance with related standards. The two story full-size specimen, was 3000 mm to 7600 mm, belongs to one of the prestigious office towers constructed in Istanbul. The facade tests conducted to the specimen include watertightness, air permeability, wind resistance and building movement tests. In this study, the performance criteria of panel curtain wall system were investigated not only against environmental factors but also against human sourced factors. It is expected that this study will provide a guideline for system designers on the future research and development phase and for architects on the selection of curtain wall systems for their buildings due to the conducted test results and other advantages taken throughout this study.

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Lauko, Marek. "Polyfunkční objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410042.

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The aim of the diploma thesis is to prepare documentation for construction. The building is partially basement and in terms of building physics is designed as a building with almost zero energy consumption. For the purpose of the work is chosen multifunctional object, which consists of veterinary clinic and shop with pet supplies. The building land is located in the cadastral area of Brno-Královo Pole in a built-up area designated for mixed areas of trade and services on a relatively flat plot no. 4800/28 on Edisonova Street. The new building is located on the southeast side of the property, which is followed by parking from the northwest side. The purpose, appearance and volume of the building do not interfere in any way with the character of the territory. Veterinary clinic is partially basement with two floors. In the basement is a technical background for the whole multifunctional building. On the first floor is a waiting room with a reception and two examination rooms, an office and a changing room for employees. On the floor are specialized workplaces, X-ray, ultrasonographic, otoscopic, laboratory and operating room together with hospitalization for animals. The shop with pet supplies is designed as a single storey, consisting of a sale area with a warehouse and facilities for employees. The southeast facade is covered with expanded metal. The construction system of the building is wall-mounted, made of ceramic bricks for thin-layer mortar. Ceiling constructions are designed from large-area filigree panels. The roof is vegetational.

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Salado, Gerusa de Cássia. "Painel de vedação vertical de tubos de papelão: estudo, proposta e análise de desempenho." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/18/18141/tde-22052013-084606/.

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A extração cada vez maior de recursos da natureza e o grande volume de lixo descartado nos aterros sanitários alertam para a necessidade de se promover a reciclagem e a reutilização de resíduos para se gerarem novos materiais, inclusive, no setor da construção civil. Com base nisso e a partir de um estudo sobre as obras arquitetônicas em que Shigeru Ban construiu painéis de vedação com tubos de papelão, este trabalho desenvolveu uma proposta de painéis de vedação vertical de tubos de papelão e fez uma avaliação do seu desempenho estrutural visando a sua utilização no Brasil. Foram realizados ensaios técnicos para avaliar o painel de vedação vertical de tubos de papelão proposto, no que se refere à sua resistência mecânica e ao seu comportamento quando submetido às principais ações sofridas por um painel de vedação vertical. Também foi construída uma célula-teste para avaliar o desempenho técnico e estrutural do painel de vedação vertical de tubos de papelão proposto quando submetido a situações reais de exposição. Os dados obtidos em ambas as avaliações foram levados em consideração para verificar o desempenho geral do painel que se propôs, possibilitando concluir se este é apto ao seu emprego na construção civil no Brasil, e sugerir alguns usos e aplicações para o mesmo.
The increasing extraction of nature resources and the large volume of waste discarded in landfills call for the need to promote recycling and reuse of waste to create new materials, inclusive in the construction industry. Considering this aspect and from a study of the architectural masterpieces where Shigeru Ban built sealing cardboard tubes panels, this study developed a proposal for vertical sealing cardboard tubes panels and assessed their structural performance having in mind their use in Brazil. Technical tests were conducted to evaluate the proposed vertical sealing cardboard tubes panel regarding its mechanical resistance and behavior when submitted to the main actions suffered by a vertical sealing panel. A test cell was also built to evaluate the structural and technical performance of the proposed vertical sealing cardboard tubes panel when submitted to real exposure situations. Data obtained in both evaluations were taken into consideration to verify the general performance of the proposed panel, allowing to conclude whether this is suitable for being used in civil construction in Brazil, and to suggest some usage and applications for it.

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Saadon, Syamimi. "Modeling and simulation of a ventilated building integrated photovoltaic/thermal (BIPV/T) envelope." Thesis, Lyon, INSA, 2015. http://www.theses.fr/2015ISAL0049.

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La demande d'énergie consommée par les habitants a connu une croissance significative au cours des 30 dernières années. Par conséquent, des actions sont menées en vue de développement des énergies renouvelables et en particulier de l'énergie solaire. De nombreuses solutions technologiques ont ensuite été proposées, telles que les capteurs solaires PV/T dont l'objectif est d'améliorer la performance des panneaux PV en récupérant l’énergie thermique qu’ils dissipent à l’aide d’un fluide caloporteur. Les recherches en vue de l'amélioration des productivités thermiques et électriques de ces composants ont conduit à l'intégration progressive à l’enveloppe des bâtiments afin d'améliorer leur surface de captation d’énergie solaire. Face à la problématique énergétique, les solutions envisagées dans le domaine du bâtiment s’orientent sur un mix énergétique favorisant la production locale ainsi que l’autoconsommation. Concernant l’électricité, les systèmes photovoltaïques intégrés au bâtiment (BIPV) représentent l’une des rares technologies capables de produire de l’électricité localement et sans émettre de gaz à effet de serre. Cependant, le niveau de température auquel fonctionnent ces composants et en particulier les composants cristallins, influence sensiblement leur efficacité ainsi que leur durée de vie. Ceci est donc d’autant plus vrai en configuration d’intégration. Ces deux constats mettent en lumière l’importance du refroidissement passif par convection naturelle de ces modules. Ce travail porte sur la simulation numérique d'une façade PV partiellement transparente et ventilée, conçu pour le rafraichissement en été (par convection naturelle) et pour la récupération de chaleur en hiver (par ventilation mécanique). Pour les deux configurations, l'air dans la cavité est chauffé par la transmission du rayonnement solaire à travers des surfaces vitrées, et par les échanges convectif et radiatif. Le système est simulé à l'aide d'un modèle multi-physique réduit adapté à une grande échelle dans des conditions réelles d'exploitation et développé pour l'environnement logiciel TRNSYS. La validation du modèle est ensuite présentée en utilisant des données expérimentales du projet RESSOURCES (ANR-PREBAT 2007). Cette étape a conduit, dans le troisième chapitre du calcul des besoins de chauffage et de refroidissement d'un bâtiment et l'évaluation de l'impact des variations climatiques sur les performances du système. Les résultats ont permis enfin d'effectuer une analyse énergétique et exergo-économique
The demand of energy consumed by human kind has been growing significantly over the past 30 years. Therefore, various actions are taken for the development of renewable energy and in particular solar energy. Many technological solutions have then been proposed, such as solar PV/T collectors whose objective is to improve the PV panels performance by recovering the heat lost with a heat removal fluid. The research for the improvement of the thermal and electrical productivities of these components has led to the gradual integration of the solar components into building in order to improve their absorbing area. Among technologies capable to produce electricity locally without con-tributing to greenhouse gas (GHG) releases is building integrated PV systems (BIPV). However, when exposed to intense solar radiation, the temperature of PV modules increases significantly, leading to a reduction in efficiency so that only about 14% of the incident radiation is converted into electrical energy. The high temperature also decreases the life of the modules, thereby making passive cooling of the PV components through natural convection a desirable and cost-effective means of overcoming both difficulties. A numerical model of heat transfer and fluid flow characteristics of natural convection of air is therefore undertaken so as to provide reliable information for the design of BIPV. A simplified numerical model is used to model the PVT collector so as to gain an understanding of the complex processes involved in cooling of integrated photovoltaic arrays in double-skin building surfaces. This work addresses the numerical simulation of a semi-transparent, ventilated PV façade designed for cooling in summer (by natural convection) and for heat recovery in winter (by mechanical ventilation). For both configurations, air in the cavity between the two building skins (photovoltaic façade and the primary building wall) is heated by transmission through transparent glazed sections, and by convective and radiative exchange. The system is simulated with the aid of a reduced-order multi-physics model adapted to a full scale arrangement operating under real conditions and developed for the TRNSYS software environment. Validation of the model and the subsequent simulation of a building-coupled system are then presented, which were undertaken using experimental data from the RESSOURCES project (ANR-PREBAT 2007). This step led, in the third chapter to the calculation of the heating and cooling needs of a simulated building and the investigation of impact of climatic variations on the system performance. The results have permitted finally to perform the exergy and exergoeconomic analysis

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Kubát, Pavel. "Komerční dům s byty." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225741.

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This thesis solves the new building of commercial building with flats in vacant space in Prague street in Hořovice. This building is with the cellar in a part of object and it has four floors. Commercial building has rectangular ground plan and it is covered with flat roof. The facade will be furnished with contact thermally insulated system with improved plaster and cladding tape. The object is proposed to be made with brick from block. Ceiling is made from iron-concrete ceiling panels. In the basement there are cellar boxes for the each apartments, store room and boiler room. In the ground floor there are four shops which are directly approachable from the outside. Every shops have own store room, office and restroom. There are also situated pram room for apartments and two stores for household rubbish. The first floor is constructed for offices where two companies can be located. In the second floor there are six apartments. Two of them can be adapted for the person with reduced mobility. The third floor is identical with the second floor.

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Gryga, Robert. "Financování revitalizace panelového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2010. http://www.nusl.cz/ntk/nusl-222508.

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This master’s thesis „Financing of revitalization of prefabricated building“ deals with the possibilities of financing reconstruction of the block of flats. Based on theoretical knowledge, carried out the analysis and calculations, includes solutions for specific housing association.

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Tapparo, Alessandra. "Engineered wood glass combination : Innovative glazing façade system." Thesis, KTH, Byggnadsmaterial, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209799.

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Buildings require a lot of energy during all their lifetime, from the construction site to the use and demolition. The building sector contributes to a large part of the total emissions of greenhouse gases and consume a large amount of water and energy resources, so the material components used in the building sector have gained an important role in the discourse of sustainability. The tendency is to use natural renewable materials that generates lower environmental impact than conventional ones and are able to fulfil the required structural and architectural needs. Wood is a traditional material with a long and proud history and has been reintroduced in the construction site thanks to its sustainable characteristics. Wood used for building applications, i.e. timber, is capable to capture CO2 from the atmosphere and incorporate so-called carbon storage. Moreover, low process energy requirements and high recyclability increase the potential of timber to become a major building material. On the other hand, the considerable growing demand for highly transparent envelopes has recently resulted in massive introduction of glass as a façade component. The main objective of this thesis was therefore to elaborate on the question if it is possible to merge the positive aspects of these two materials. The thesis starts with a discussion on hybrid, composite and combined materials. The key concept is to merge two or more materials with different characteristics, which result in a finished product with better overall properties than the starting constituents. However, such building material systems are not well categorized and a new term is therefore introduced to describe the combination between wood and glass: engineered wood glass combination (EWGC). The product is then described presenting the characteristics and properties of wood and glass and the structural benefits of the whole panel. The EWGC product possesses some advantageous properties like transparency, stiffness and strength for glass and the ductile nature of timber when used under compression. Moreover, this wood-glass element enables load transfer of horizontal forces through the glass pane so that the additional metal bracing elements for stiffening the building can be omitted. Then the study goes deeper in the architectural possibilities and different potential types of assembly are described. However, only few profiles have been tested and this has resulted in the market production of only one type of panel that is currently used in the construction site. Moreover, the shape of the EWGC is suitable to integrate systems that can control the ventilation rate and solar gains, allowing the development of advanced integrated façades that ensure the comfort condition inside the building. EWGC is also seen to be highly potential as an ecological alternative to conventional structural sealant aluminium-glass façade. For this reason, the life cycle assessment (LCA) of different materials is discussed in order to evaluate their environmental impacts. LCA results are strongly dependent on the calculation boundaries and the choice of database, but it stands out that aluminium, as a construction material for glazing elements, requires up to 4 times higher primary energy demand and produces up to 16 times more CO2 emission than timber based combined panels. Despite some weak points, e.g. the lack of standardized regulations and people’s preconceptions about wood, the overall conclusion is that EWGC has the potential to be used for future building envelopes of multi-storey timber buildings.

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El-Kadi, Abdul Wahab Mohamed Adel. "Building cladding subject to explosive blast : a study of its resistance and survivability, with particular reference to architectural aspects and multi-panel glazing systems." Thesis, Cranfield University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265752.

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Leupold, Karel. "Mateřská školka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227572.

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The master’s thesis on the topic Kindergarten is processed in the form of project documentation for the implementation of the new building. The building is designed to plot 1228/43 in the cadastral Jihlava. It is a two-storey building, the roof is single-flat. The building is of brick masonry POROTHERM. The ceiling structure consists of prestressed ceiling panels.

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Ratkovská, Lenka. "Návrh financování zateplení bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2009. http://www.nusl.cz/ntk/nusl-222346.

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Thesis "FINANCIAL PROPOSAL FOR THERMAL INSULATION OF AN APARTMENT BUILDING" deals with possibilities of financing the reconstruction of panel house, analysis of offers in Czech market and optimal proposal for financing such kind of reconstruction. Theoretical part contains following kinds of financing possibilities: home loan, mortgage, no-purpose credit and not bank loan. Practical part of thesis compares offers from Czech banks. In last part of thesis I propose the optimal financial plan for this reconstruction on base of requirements of supplier of reconstruction and banks conditions.

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Havlíček, Jiří. "Polyfunkční dům v Táboře." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227789.

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The thesis “Multifunctional building in Tábor” is processed in the form of project documentation which comprises of all the requisites required by current regulations. Designed multifunctional building is placed at the site number 1475/1 in Tábor. The building has four floors. There are 18 flats and 4 commercial premises in the facility. Constructional system is made of lime-sand bricks, prestressed concrete ceiling panels, flat roof. Building has a contact thermal insulation system.

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Kameníček, Martin. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227193.

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This diploma thesis ‘multi-functional‘ building is elaborated in form of a project documentation fulfilling all requirements in accordance with valid directives. The project refers to a detached multi-functional new-build placed on a moderate slope in Kralupy nad Vltavou. The building includes a basement and four floors overground. This multi-functional house will be used as an apartement building with a café, containing eleven housing units – apartments. One of units on the first floor is designed as handicapped-accessible. Café with facilities and a separate entrance for public will be located in basement. Overground, outer and interior bearing walls are meant to be made of Porotherm system. The underground wil be made of concrete blocks ‘Best’. Ceiling construction will be fabricated from prestressed ceiling concrete panels ‘Spiroll‘. Roofing is maded of two parts, both are pent roofs with angle of 7°. The roof is designed as a double wall, where for the outer shell is used a wooden construction coated with concrete roofing panels ‘Bramac’. The inner shell is composed of a suspended ceiling with insulation. Part of the project is a construction of paved areas aside the building and fencing.

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Englund, Anders, and Sara Sundholm. "Egenproducerad solel i ett småhusområde." Thesis, University of Gävle, Department of Building, Energy and Environmental Engineering, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-6856.

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Sverige ska år 2020 ha en energiförsörjning bestående av 50 % förnybara energikällor. Den viktigaste källan till förnybar energi är solen. Solel är dock en dyr investering idag och gällande regelverk försvårar möjligheterna till att tillgodoräkna sig egenproducerad el.

Byggföretaget JM bygger redan hus med låg energianvändning. Ett sätt att bidra till ett förnybart energianvändande är att installera system som producerar egen el till husen. Detta arbete har genomförts för att undersöka om solel kan komma att bli en konkurrenskraftig produkt att erbjuda JM:s husköpare. I arbetet har ett specifikt område och en av företagets typhusmodeller studerats.

Dagens solcellsteknik har studerats och ett system för huset har komponerats. Det finns ett flertal typer av solceller men i detta arbete har polykristallina solceller valts utifrån det offertförslag som legat till grund för arbetet. För att kunna dimensionera anläggningen har placering, orientering och solvinklar undersökts. Genom att välja en anläggning har investeringskalkyler och simuleringar kunnat utföras för ett par olika scenarier. Samtliga scenarier bygger på nätanslutna system men skiljer sig mellan dagens regelverk och ett framtida scenario med nettodebitering, dvs. kvittning av egenproducerad el och köpt el.

Från JM:s sida har det funnits önskemål om att studera hur ett bostadsområde skulle kunna dela på en solcellsanläggning genom ett samfällt system. Den samfällda anläggningen har dimensionerats utifrån fullgott solläge. I aktuellt område innebar det att 16 av 35 hus är lämpligt placerade mot solen, detta kan dock skilja mellan olika områden.

Resultatet visar att en investering i solel är svår att försvara idag. Med ett statligt stöd på 60 % är återbetalningstiden likväl 20 år. Med ett förändrat regelverk och ett långsiktigt stöd skulle det kunna bli ekonomiskt lönsamt. Genom att solcellstekniken blir billigare och elpriset stiger förbättras läget för solelen. Investeringskostnaden blir lägre per person och öppnar därmed upp för fler investerare.

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Kolářová, Eva. "Novostavba polyfunkčního objektu na ulici Jana Babáka, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226654.

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Project's goal is to test the large buildings' design options in regards to permanently sustainable construction. The author's aim is to design energy efficient multipurpose building, with minimal negative effects on environment. The positive impact on environment is visible on the preference of natural materials used in construction. External constructions of thermal conductivity coefficient at the level of passive standard are designed using objects of renewable energy. The location in Brno has been chosen for the proposed building, specifically the location known as brownfields. Lot is accessible from the street of Jan Babak, where public transport is available. The shape of the lot is in the form of incomplete oval with internal open atrium. The administrative part of the building takes half of the area with the rest of the area being used for other businesses, such as fitness centre and restaurant. Garages are proposed to be located underneath the main building, which is built on rigid structure. This rigid structure is a steel skeleton one with linked ceilings. The foundation of building is on stilt. The roof is of a flat type with variable slope, its structure and slope are of metal construction. Claddings are designed in the form of wooden structure filled with straw bales, the exterior is thermally insulated using fibreboard thermal insulation. Inner tract facade is proposed to be panelled with wooden planks. Photovoltaic panels will be placed both from the south and southeast of the outer oval. The rest of the facade will be panelled with grate for creepers. Only environment-friendly sources of energy are considered for the proposed building. Heating and cooling is based on the heat pump air-water system; using the rainwater as an example of renewing natural energy. The surroundings of the building are designed as meadows for of infiltration of rainwater. The proposed building has been assessed in terms of environmental sustainabilit

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Vystrčil, Jan. "Mateřská školka v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410113.

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In diploma thesis is elaborated project documentation for the construction of an building of kindergarten. The building is situated in peryphery of Jihlava city. The building is two-storey kindergarten building with a basement. There aure two classes for children 3 - 6 years old in the building. In diploma thesis is elaborated architect-building solutions, building – construction solutions, fire safety solutions and physics qualities of constructions.

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Walek, Jakub. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391993.

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The purpose of this diploma thesis is processing of ducumentary for mixed-use building in cadastre unit of village Vendryně. This building plot is situated on the outskirts of Vendryně. New building is designed as detached building, without cellar, with four floors. Wall structural system of building is made by sand-lime block. Floor and roof structure is consists of prestressed concrete floor. Roofing of house is made by flat green roof. On the first floor there are café, travel agency, dental laboratory, technical place and storage. The second floor is stated for administrative purposes. There are some offices, staff facilities, sanitary and technical places. On the third and fourth floors is situated dwelling unit. Three flats are in third floor and two flats are in fourth floor. Size of flats is designed as 2+KK and 3+KK.

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Procháska, Martin. "Variantní technické a cenové řešení rodinného domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392110.

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The aim of the thesis is to propose a variant technical and then a price solution of a family house. It is a comparison of a family house on the same built-up area, the comparison being related to the brickwork made of ceramic fittings and panel woodwork. The text part deals mainly with the explanation of the types of individual buildings and then with the list of the pros and cons of the different technologies, compared buildings. The conclusion mainly concerns the evaluation of budgets and recommendations where it is worth building the compared buildings and why.

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Wrana, Lukáš. "Hasičská stanice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265476.

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The subject of this thesis is to create a project documentation of the design of new construction of fire station in Šumperk. The fire station is designed according to ČSN 73 5710 as a C type station that will be used by professional fire brigade of Olomouc district. The object is structurally divided into two parts - a masonry building, and a reinforced concrete frame. The administrative part of the building together with the base of the fire brigade, technical room, and a fire tower are designed as a masonry building made of Ytong cellular concrete units. One of the parts is designed as a two-level object, while the technical room and the fire tower are designed as a sigle-level object. The circumferential masonry is insulated by contact thermal insulation system. The floor construction is made of Spiroll prestressed floor slabs. The roof is designed as a warm flat roof. The garage is a single-level building with built-in structure of storerooms in part of the garage. The precast reinforced concrete frame is set on foundation pads and foundation sills. The horizontal and vertical supporting structure consists of reinforced concrete parts – columns, Spiroll floor slabs, floor girders, sway frames, purlins and small purlins. The whole object is covered by a warm flat roof. The external cladding consists of PUR isolating sanwich panels.

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Sundqvist, Tobias, and Elias Rahimi. "Utvärdering av solcellsanläggningar i Västerås : Jämförelse av verkligt systemutbyte mot teoretisk simulerad." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-39886.

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Solar cells is one of the cleanest and most environmentally friendly ways to produce electricity. Västerås city has invested in a number of solar systems in public buildings as a step to solve the energy issues of the future and contribute to a sustainable environment. The purpose of this project is to compare the real system yield from Västerås city´s solar plants with simulations. Produces the solar plants as expected or not, and if not, what might be the cause. Data were collected about the solar cell installations, by Mälarenergi Elnät and Västerås city. The real system yield was calculated and then the solar plants were simulated in PVGIS (Photovoltaic Geographical Information System) to obtain the theoretical yield. This project shows that most of Västerås city´s solar plants have a yield that is as expected according to the simulations or higher. However, there are some solar plants with a low or very low yield compared to the simulations. The yield varies considerably during the year. For those plants where the yield has been studied monthly, the real yield is higher in the second half of the year compared with the first half. The self-consumption varies greatly between the different solar plants, but generally it is high. Some solar plants have a very high self-consumption of 100 % and some have a very low of 30-40 %. Some solar plants have a higher yield than expected and it may depends to the fact that the installed power is a few percent higher than what the manufacturer states. The simulations might be unsure, because losses, solar radiation and weather may vary. The solar plants that have a low yield compared to the simulations may have a broken or disconnected component, shading and dirt may also affect. To have as high self-consumption as possible is an economically advantage, as long as the plant is not under-dimensioned because the goal is to produce electricity. There is no clear pattern showing which of the four PVGIS simulations is best matched to reality.

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Bigot, Dimitri. "Contribution à l’étude du couplage énergétique enveloppe / système dans le cas de parois complexes photovoltaïques (PC - PV)." Thesis, La Réunion, 2011. http://www.theses.fr/2011LARE0024/document.

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Cette thèse présente un modèle thermique et électrique de paroi photovoltaïque (PV) intégrée ou semi-intégrée au bâtiment. La particularité du modèle est le transfert de chaleur entre le panneau et le bâtiment, décrit de telle manière que leurs modèles respectifs soient totalement couplés. Ceci a l'avantage de permettre la prédiction de l'impact de l'installation PV sur le champ de température du bâtiment et donc sur le confort thermique associé. Le but de l'étude est de mettre en évidence l'impact des panneaux PV en termes d'isolation thermique ou de protection solaire pour le bâtiment et la résultante en termes de gain énergétique. De plus, une séquence expérimentale a été menée à l'île de La Réunion, où le climat est tropical et humide, avec un rayonnement solaire important. Dans de telles conditions, il est important de minimiser la sollicitation thermique à travers l'enveloppe du bâtiment, en particulier la toiture. Le modèle est intégré à un code de simulation thermique du bâtiment (ISOLAB) et peut prédire l'impact des panneaux PV installés selon différentes configurations, mais aussi le productible photovoltaïque de l'installation. Finalement, l'étude expérimentale est utilisée pour fournir des éléments de validation du modèle numérique et une analyse de sensibilité est lancée pour mettre en évidence les paramètres les plus influents du modèle. Il a été démontré que les paramètres radiatifs du panneau PV ont un impact important sur le champ de température du bâtiment et que leur détermination doit être faite correctement. Les résultats de cette analyse sont ensuite utilisés pour optimiser le modèle thermique à l'aide du logiciel d'optimisation GenOpt
This thesis presents a thermal and electrical modelling of PV walls integrated to buildings. The particularity of this model is that the heat transfer that occurs through the panel to the building is described so that both building and PV thermal modelling are fully coupled. This has the advantage of allowing the prediction of the impact of PV installation on the building temperature field and also the comfort inside it. The aim of this study is to show the impact of the PV panels in terms of level of insulation or solar protection for the building. Moreover, the study has been conducted in La Reunion Island, where the climate is tropical and humid, with a strong solar radiation. In such conditions, it is important to minimise the thermal load through the roof of the building. The thermal model is integrated in a building simulation code and is able to predict the thermal impact of PV panels installed on buildings in several configurations and also their production of electricity. Finally, the experimental study is used to give elements of validation for the numerical model and a sensitivity analysis has been run to put in evidence the governing parameters. It has been shown that the radiative properties of the PV panel have a great impact on the temperature field of the tested building and the determination of these parameters has to be taken with care. Results of sensitivity analysis are used to optimize the PV thermal model using the GenOpt optimization program

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Trtoňová, Lucie. "Mateřská škola ve Zbýšově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410104.

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ABSTRACT The scope of this Diploma thesis is create the detail design documentation for building of new nursery school in Zbýšov. The two-storey building with partial basement is located southwest and has a regular ground plan. There are four departments for children of the age from 3 to 6 years, administration part with language classroom and speech therapy classroom, offices and facilities for teachers, cafeteria and technical part located on the first floor. The building is constructed of Porotherm 30 Profi, Porotherm 30 AKU bricks and is built on concrete strip foundations. The perimeter of the basement is created by the vertical load-bearing walls made of reinforced concrete bricks. There is used the certified external thermal insulation composite system. The internal non-load masonry is designed from Porotherm 14 Profi and Porotherm 11,5 AKU. The horizontal load-bearing ceiling construction is made of pre-stressed reinforced concrete panel Spiroll. The stairs are monolithic, made of reinforced concrete. The flat roofs are designed with using of extensive green roof system.

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Kašparová, Eva. "Analýza vlivu typu konstrukce na výši obvyklé ceny bytů v Hradci Králové." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241331.

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The object of thesis is estimation of the normal price for property type of apartment in Hradec Králové, including finding of the extent to which is the normal price influenced by the type of supporting structure. A partial task is valuation of selected apartments using different valuation methods. The solution task were used the price regulation methods – cost method and comparative method and market valuation methods – yield method and the direct comparison method of valuation, which is estimated market value. Finally the thesis contain a recapitulation of prices and analysis of detected differences.

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Balúch, Tomáš. "Simulace revitalizace panelového domu se záměrem dosažení mezinárodního certifikátu pro výstavbu budov." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-399595.

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The aim of this diploma thesis is to revitalize the selected type of panel house in the selected locality in order to meet the standards of international certification for the design and sustainable construction of buildings. First, the thesis analyzes the chronological development of the panel housing estates in Brno and compares the individual structural systems that were historically used for panel construction in Brno. Furthermore, the most used certification methodologies are compared and a specific certification is selected for next simulation. The chapter called solution is focused on performing a simulated certification process for design and sustainable construction of selected panel building, in three phases of its revitalization. The hypotheses describing the individual phases of revitalization are intended to confirm or disprove the achievement of this objective, moreover to say the extent of revitalization that has to be done in order to achieve our goals.

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Wernerová, Lucie. "Restaurační minipivovar v Golčově Jeníkově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265496.

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The project involves the design and solution of restaurant with microbrewery and accommodations. This is a new building on the land plot no. 2739, which is located in Golčův Jeníkov and situated in the middle of plat. Entrance to object and disposition inside the building is has barrier-free solution. Restaurant with microbrewery is designed for a capacity of 120 people in restaurant and 30 places to sit in lounge bar. Total capacity of boarding house is 21 beds. One double room is designed has barrier-free solution. Structural system of restaurant with microbrewery is combined, which is formed in one part of precast concrete frame S 1.2 and in other part of wall structural system. They are designed reinforced concrete columns about dimensions 0,4x0,4 m with axial distance 6x8 m. Masonry part of the building and infill wall in above-ground floors is lined with ceramic blocks of the type therm. Infill wall in the basement is formed of permanent formwork. The building is insulated a contact thermal insulation with an insulation of thickness 130 mm. Internal loadbearing and non-load-bearing wall in basement and in first floor are lined with ceramic blocks type therm and in second floor they are designed plasterboard partitions. The building is covered with a warm flat roof. Loadbearing structure of roof and ceilings structure are formed prestressed concrete floor slabs SPIROLL. Floor assembly is burdened with river stones of thickness 120 mm.

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43

Andreas, Andmarsjö, and Porsblad Oscar. "Engergieffektivt Bostadsområde : Förstudie Till Aktivhusområde i Halmstad." Thesis, Högskolan i Halmstad, Sektionen för ekonomi och teknik (SET), 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-16107.

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In the thesis we have shown that it is possible with current technology, to buildneighborhoods that are largely self-sufficient. We have obtained some information aboutongoing work in the field of energy efficient buildings and active house which we have usedto develop a model. The feasibility study for Ranagård we have e.g been forced tofollow laws on groundwater covered, resulting in the construction of basements for singlefamilyhome is not possible. The model that we have built up overtime has been the central part of the work. The model illustrates very well what an activehouse neighborhood means and potential of such an area. Important to note here is the resultwe finally arrived at only can be applied for Ranagård in Halmstad municipality as theconditions vary so much at the local/municipal level.

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44

Frič, Lukáš. "Vzduchotechnika panelových domů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226872.

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Master’s thesis is interested in air-conditioning of panel buildings. It shows problems, which happen during renovation of panel buildings. Next it shows wrong solutions, which have to solve these problems and which are used a lot today. In this thesis are designed two useful solutions, which makes internal microclimate. In experimental part is made measurement and valuation of existing condition of internal microclimate in solving building.

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Havlíček, Vilém. "Klinika celostní medicíny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226380.

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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.

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46

Vlčková, Milada. "Středisko výchovné péče v Novém Jičíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226567.

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The Master´s thesis deals with a design of the children´s home in Novy Jicin. It is an object providing preventative educational assistance to children, pupils and students and their families, schools, and school establishment. The institute will operate as an outpatient (advisory panel) and boarding (forward determined length of stay based on the decision of the social employee, e.g. two months). The house is two-storied with partial basement and flat roof. The supporting structure of underground floor is made up of concrete blocks, reinforced concrete ceiling. Supporting structures above ground floors including ceiling are made up of solid timber boards. The roof is double-leaf, structure is made up of timber nailed trusses. The building is founded on the concrete base strips. Thermal insulation is made from cannabis plates. The thesis includes contract documents for the construction of building.

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Soukupová, Ivona. "Penzion s vinným sklepem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240356.

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The content of the master thesis is processing of design documentation for the newly-built detached building of guest house with wine cellar. The cappacity of guest's accommodation is 24 people. The house is placed on a sloping plot in the village of Žeravice (696 47). It is a two-floor building with partial basement. In the basement there are technical facilities, storage spaces and wine cellar. The structure is based on concrete strip foundations. Loadbearing masonry is from clay blocks. floor structure is from filigran panel, the roof is sadddle with a slope of 25°.

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48

Tzonev, Tzonu. "Seismic retrofit of precast panel buildings in Eastern Europe." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82720.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2013.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Cataloged from student-submitted PDF version of thesis.
Includes bibliographical references (pages 85-87).
Many countries in Eastern Europe, particularly ones from the former Soviet Bloc, are facing a potential crisis regarding their deteriorating precast panel apartment buildings. These complexes were built using industrial methods in response to the housing shortage during the 1960s, 70s and 80s. An ending lifecycle in combination with the poor design and construction quality makes these buildings extremely vulnerable to earthquakes that are frequent in the region. This thesis addresses the need to act urgently in order to rehabilitate these structures and ensure that they meet today's building code requirements. It is achieved through a case study that explores the effectiveness of global bracing seismic mitigation techniques on an existing precast panel building located in Sofia, Bulgaria. The in-situ building is first analyzed using SAP2000 and then again after the bracing is added to the model. A variety of parameters such as drift, floor acceleration and seismic damage are compared with cost and plausibility of the chosen options. As a final outcome, the external bracing scheme used in this study does in fact decrease both the floor accelerations and the interstory drift by at least 10% and in some cases as much as 85%. During the thesis, several local experts and practicing structural engineers were interviewed and consulted. For this study it is assumed that the building has a close statistical representation of other buildings with similar structural system both in Bulgaria and neighboring Eastern European countries.
by Tzonu Tzonev.
M.Eng.

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Malý, Jiří. "Sidlo stavební firmy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227550.

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This thesis processes project documentation for headquarters of construction company. Main purpose of building is to facilitate administrative nd manufacturing needs of the company. Building contains of reception, offices, meeting room, restrooms and lock rooms for employees, elevator and workshops. There is underground garage in the basement. Building is going to be situated in Stritez u Policky. Building takes up 1088m2 of land. Vertical structures are mainlymade of concrete and brick blocks. Horizontal structures are made of reinforced concrete panels, roof structure is made of wooden trusses.

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Kubík, Jan. "Penzion SKI - Orlické hory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227595.

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The content of the master thesis is processing of project documentation for he mountain boarding house in Zdobnice in Orlické hory, first done as a pilot project and then as a building construction project. It concerns a three floor building. Vertical load-bearing structures are made of ceramic blocks. Horizontal load-bearing structures are made of prestressed hollow core slabs. Roofing is solved with mono-pitched roof and flat roof. The access to building is from the west for the public and from the east for the staff. There is the ski and bike rental in this building.

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Dissertations / Theses on the topic 'Building panel'

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