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Dissertations / Theses on the topic 'Concrete construction formwork'
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Alamin, Basher. "Analysis of construction loads on concrete formwork." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0006/MQ43645.pdf.
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Pinto, Antonio Carlos Alvarenga. "Construções habitacionais de concreto moldado no local." [s.n.], 2006. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258511.
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Orientador: Vinicius Fernando ArcaroDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil
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Resumo: Descreve-se, em forma cronológica, as etapas de planejamento, projeto e construção de um empreendimento habitacional com 351 unidades, localizado na cidade de Campinas, SP. São apresentados, também, comentários, críticas e sugestões para aperfeiçoamento dos processos construtivos adotados. Apresenta-se, ainda, a análise estrutural e dimensionamento (verificação) dos elementos estruturais de concreto armado de uma residência em dois pavimentos construída com a tecnologia objeto de estudo desse trabalho
Abstract: In a chronological order, the planning, the project and the construction steps of a residential enterprise, containing 351 units, in the city of Campinas, São Paulo, Brazil, are described. Comments, critical analyzes and suggestions are presented for the improvement of the construction process as well. Also, the paper details the structural analysis and dimensions of the structural elements of a two floor reinforced concrete residential building built under the technology proposed here
Mestrado
Estruturas
Mestre em Engenharia Civil
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Lee, Sang Hoon. "Study of construction methodology and structural behaviour of fabric-formed form-efficient reinforced concrete beam." Thesis, University of Edinburgh, 2011. http://hdl.handle.net/1842/5935.
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The nature of this research is in advancing conventional structures and their methods of construction by exploring new technology. The formwork construction of the modern concrete structure involves the use of rigid materials such as steel and timber. This type of formwork often produces structures of forms with limited flexibility which would also hinder the even distribution of the induced stresses. To construct concrete structures with more organic forms; ones that responds to a more natural flow of the induced stresses, it is thought to be more logical to use flexible mould such as the fabric formwork. In such form-active shape the materials’ utilization can be maximized and the degree of material waste can be reduced. For example, when the form responds to the externally applied loads in the way that the internally incurred stresses at any point of the body closely match the capacity of the material, then the form is material-efficient and said to be in its optimal form. The use of fabric formwork, due to its permeability can also improve the quality of concrete by eliminating any air holes on the surface, and also there are reports showing the increase in concrete’s compression strength due to the reduction in water-cement ratio when cast in a fabric mould. This research concentrates on finding such material-efficient form (thus more sustainable) for reinforced concrete beam of improved material quality, through the development of the more efficient construction system of flexible fabric formwork. For this research 11 different types of beams have been built and tested in total, and their construction methods are illustrated and discussed also (Chapter 7 and Chapter 4 respectively). The designs of the beams are developed through consecutive experiment, analysis, evaluation, and modification process (Chapter 6). For the structural analysis of the beams, the most widely accepted analysis methods are reviewed and adapted (Chapter 8). Based on the evaluations of the analytical results the following variables of the beams are modified through the development of the beam designs: The effect of Compression Steel Mesh in Flange Stress Distribution Around Anchorage; Vertical and Horizontal Web Geometry Varying Depth of Flange Steel Content Also it is a part of the current research’s aim to look at the possible application of the current design methods for the design of the fabric formed beams that are discussed in this research. Thus the experimental results are compared with the results which are calculated from the standard design methods suggested by the British Standard Code of Practice (BS8110) (Chapter 9). Computational finite element (FE) analysis is carried out where more intensive analysis is required (Chapter 10). The results of the FE analysis are also compared with the theoretical and experimental results for the verification purpose. The material efficiency of the beam in its final form is assessed through the embodied energy analysis, which compares the total embodied energy consumed through the construction of the beam with a virtual beam that is designed in accordance with the BS8110 (Chapter 11). The analysis indicates that the total embodied energy of the fabric formed beam is about 20~40% less in comparison with the beam designed in accordance with the BS8110. This thesis has the purpose to illustrate and provide the practical information on the design and the construction process of the fabric formed beams, which can be used as a reference to the future research and construction.
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Sedláček, Stanislav. "Komerční dům v Brně - stavebně technologická příprava výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240216.
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The aim of my thesis was to perform construction and technological preparation of the construction of commercial house in Brno in the street Křídlovická. The introduction contains the expected design and construction process of the proposed building as a whole. It is also prepared a preliminary draft of the financial cost of the entire project designed according THU and object schedule. Furthermore, the implementation of the project construction site for a major part of the commercial house. Gradually work focuses mainly on the implementation of the technological stage of construction site with detailed processing procedure for the implementation of monolithic concrete structures of the building.
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Freitas, Alexandre Alves de. "Situações críticas no projeto de edifícios de concreto armado submetidos a ações de construção." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18042005-182719/.
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O presente trabalho consiste no estudo das ações construtivas e seus efeitos em edifícios de concreto armado. Para a avaliação desses efeitos é aplicado o método das estruturas primárias em pavimentos de edifícios, verificando-se os estados limites durante a sua construção. São considerados edifícios com diferentes subsistemas horizontais, alterando-se o sistema de escoramento e o ciclo de construção. As condições de construção são comparadas com aquelas usualmente empregadas no projeto estrutural que considera o edifício submetido às ações finais e com resistência do concreto aos 28 dias, buscando evidenciar as que são críticas. A partir dos resultados obtidos na pesquisa conclui-se que a situação usual de projeto está a favor da segurança para sistemas estruturais semelhantes aos apresentados e nas situações construtivas adotadas.The present work deals with the structural effects of construction loads on reinforced concrete buildings. The evaluation of those effects is carried out on building floors with the method of the primary structures, including the verification of all limit states during the construction phase. Alternative structural systems are considered for buildings, varying the formwork and the construction cycle. The usual structural design, which considers the building subjected to the total loads and concrete with the age of 28 days, is compared with the design base on the construction conditions, searching for the critical ones. From the results it is apparent that the usual structural design is safe for structural systems and construction conditions similar to those considered in this work.
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Dahlin, Tobias, and Magnus Yngvesson. "Construction Methodology of Tubed Mega Frame Structures in High Rise Buildings." Thesis, KTH, Betongbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147328.
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As a response to the ever denser cities, skyscrapers have become yet more popular and are growing more and taller than ever. A new efficient structural system for skyscrapers has been proposed by Tyréns AB, called the Tubed Mega Frame. This structural system consists of hollow concrete tubes at the perimeter of the building. Since this structural system has not yet been used in any skyscraper several aspects have still not been studied or investigated. An important aspect having an impact on the system’s competitiveness compared to traditional structural systems is how a skyscraper using this new structural system could be built. This thesis treats the construction methodology of Tubed Mega Frame structures. The construction methodology of a prototype building is evaluated to connect the findings to a plausible real project. Building very tall concrete structures sets a lot of demands on the concrete used and having an effective construction is essential. The elastic modulus of the concrete has been identified as one of the most important concrete properties why this topic has been studied. Comparisons of the formulas of different codes for estimating the elastic modulus have been made to see what elasticity can be achieved. Concrete recipes that have been used in already built skyscrapers have been reviewed to see what elastic moduli are feasible to reach and expect. Pumping concrete to high levels sets demands on the concretes flowability and self-compacting concrete is necessary to use. Ways of improving the concrete properties are also studied. All studies show that the Tubed Mega Frame structural system would be possible to construct with today’s concrete and pumping technology even though improvements can be expected from future development in concrete technology. As most skyscrapers that are built today, a Tubed Mega Frame structure would preferably be built with a self-climbing formwork system rising one level at a time. From a review of available construction methodologies, the thesis shows that these systems would be applicable on a Tubed Mega Frame structure with minor adaptions of the systems. The floor cycle time, i.e. the time it takes to complete an entire floor before proceeding to the next level, has a significant importance in determining the construction time of a skyscraper. For this reason a floor cycle with all activities related to the structural system and their sequences have been developed for the prototype building. By determining all the relations that are between activities and using productivities for estimating their durations it has been possible to evaluate the time it would take to complete a standard floor. By the use of Microsoft Project the duration of a stated average floor cycle has been estimated to a little more than 4 days.Som en reaktion på att allt fler människor bor i städer har skyskrapor kommit att växa sig allt fler och högre. Traditionellt har skyskrapor oftast utnyttjat någon form av kärna som stomsystem vilken upptar stor yta av våningsplanen. Som en möjlig metod att göra skyskrapors stomsystem effektivare har Tyréns utvecklat det nya stomsystemet Tubed Mega Frame. Då detta bärande system ännu inte har använts i någon skyskrapa är det ett flertal aspekter som inte har blivit studerade och undersökta. En viktig aspekt som är av stor vikt för systemets konkurrenskraft gentemot mer traditionella system är hur det skulle gå till att bygga en skyskrapa som använder detta nya stomsystem. Det här examensarbetet behandlar byggnationsmetodiken för Tubed Mega Frame. Byggnationen av en prototypbyggnad som använder detta system utvärderades för att koppla resultaten till en möjlig verklig byggnad. Att bygga väldigt höga konstruktioner i betong ställer stora krav på betongen som används, och att ha en effektiv byggnation är också av stor vikt. Betongens elasticitetsmodul har identifierats som en av de viktigaste egenskaperna för betongen och därför har detta område studerats djupare. En jämförelse av hur olika normer beräknar elasticitetsmodulen har gjorts och vilka elasticitetsmoduler det ger. De betongsammansättningar som har använts i tidigare skyskrapebyggande har studerats för att se vilka elasticitetsmoduler som kan förväntas. Att pumpa betong till höga höjder ställer stora krav på betongens pumpbarhet. För att göra detta möjligt är det nödvändigt att använda självkompakterande betong. Vilka olika sätt som finns tillgängliga för att styra betongens egenskaper har också studerats. Undersökningarna visar på att det skulle kunna vara möjligt att med dagens betong och pumpteknologi bygga en skyskrapa som använder Tubed Mega Frame som bärande system. Med framtida framsteg inom betongteknologi kan man även förvänta att bättre lämpad teknik kommer att utvecklas. En skyskrapa med stomsystemet Tubed Mega Frame skulle liksom de flesta av dagens skyskrapor lämpligtvis byggas med hjälp av självklättrande formsystem, och därigenom bygga en våning i taget. Studier av teknik och byggnationsmetoder som finns tillgängliga idag har visat på att dagens teknik skulle vara möjliga att applicera på Tubed Mega Frame med endast mindre justeringar. Det som har ett stort inflytande på byggtiden av en skyskrapa är våningscykeltiden, d.v.s. den tid det tar att bygga en våning innan det är möjligt att fortsätta på nästa. Av denna anledning har en våningscykel med alla relevanta moment som ingår blivit bestämd och utvärderad för prototypbyggnaden. Genom att ha klargjort alla relationer mellan olika aktiviteter och den tid de tar att utföra har det varit möjligt att utvärdera den tid en hel våningscykel skulle ta. Med hjälp av Microsoft Project har en våningscykel för en våning som bedömts som representativ för hela prototypbyggnaden kommit att ta drygt fyra dygn.
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Spitz, Nicolas. "Développement d'un procédé frugal de démoulage in situ des parois de coffrage – Etude des signatures fonctionnelles des parois de coffrage." Thesis, Paris, ENSAM, 2019. http://www.theses.fr/2019ENAM0001.
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Dans le domaine du génie civil, la pulvérisation d'huile de décoffrage est devenue indispensable pour limiter le frottement et l'adhérence du béton sur les parois des coffrages. Leur utilisation sur site est contraignante car leur application est chronophage et polluante. Aujourd'hui, les enjeux résident dans le développement de nouvelles solutions alternatives aux huiles en s'appuyant sur les signatures surfaciques des parois coffrantes. Bien qu’un fort travail soit réalisé sur le développement d’huiles végétales écologiques, peu d’études analysent l'impact de ces signatures sur les phénomènes interfaciaux agissant entre le béton et le coffrage. Par conséquent, dans ce travail de thèse, le frottement du béton sur des parois coffrantes a été étudié dans un premier temps à l'aide d'un tribomètre plan/plan simulant les conditions de coulée du béton. Après avoir développé un essai instrumenté à l’échelle réduite du laboratoire permettant de reproduire le processus de décoffrage d'un voile sur site, l'adhérence du béton a été ensuite quantifiée sur différentes surfaces des parois de coffrage. L'analyse des données expérimentales et la caractérisation surfacique multiphysique des parois coffrantes permettent d'établir la fonctionnalité des signatures des parois sur le frottement et l'adhérence du béton. Ces corrélations sont utilisées pour proposer une solution de décoffrage innovante permettant d’éviter ses phénomènes à l'interface béton-coffrageIn the civil engineering industry, the formwork oil spraying has become essential to avoid the concrete friction and adhesion on the formwork skins. Their usage on site is limited because their application is time consuming and polluting. Nowadays, the challenges lie in the development of new alternatives to oils based on surface signatures of formwork skins. Even though a large amount of work investigates novel formulations for ecological oils, few studies investigate the effect of these signatures on interfacial phenomena acting between concrete and formwork. Thus, in the present thesis work, the concrete friction on formwork skins has been studied first using a plan/plan tribometer simulating the condition of concrete forming. After developing a small laboratory-scale instrumented test to reproduce the formwork removal process on site, concrete adhesion was secondly quantified. The analysis of experimental data and the multi-physics characterization of formwork surfaces make it possible to establish the functionality of the signatures of skins on the friction and the adhesion of concrete, respectively. These correlations are used to propose an ideal solution of formwork limiting these phenomena to the interface concrete-formwork
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Ševčík, Jan. "Polyfunkční komplex - Houbalova - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240422.
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The subject of this thesis is the solution of building technology project poly-functional complex with a focus on execution of construction. Gross building is designed reinforced concrete skeleton combined with masonry. Technology will be developed Code for reinforced concrete monolithic frame and masonry. On the techno-logical stage it will be processed inspection and test plan and the balance of the major sources for the implementation of reinforced concrete structures 1.NP. The thesis is a proposal for construction site, which is complemented by a social facilities and offices. For an overall view of the construction of a multifunctional complex is processed time and financial plan, which will be further elaborated for building construction B. Availability of supply is verified by the design of routes. Like other task will be processed proposal formwork system for con-struction 1.NP Building B.
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Rapant, Radek. "Stavebně technologický projekt Domova důchodců Brno - Tuřany." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240485.
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The thesis is elaborated on the basis of project of the retirement home Brno – Tuřany. The thesis is focused on building technology solutions of construction of the retirement home Brno – Tuřany. The main part of the thesis deals with realization of rough construction DCI, especially with detailed description and draft solution for making the ceilings and elliptical reinforced concrete staircase (tube). Apart from the impressive architectonic draft solution of main staircase of the building, it will be interesting to deal with progress of the whole construction that is divided into three dilatational parts.
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Blažek, David. "Stavebně technologického řešení Vzdělávacího komplexu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225564.
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This master’s thesis deals with construction of the gross building of new building of learning complex FEKT VUT in Brno. It contains the design of earthworks, underground setting piles, monolithic structures and isolation of the building for further construction. Construction and technological project includes technical report, time and financial plan of construction, study of the implementation of major technological stages of site preparation, budget of facilities, technological regulation to solved stages, inspection and test plan of monolithic structures, health and safety plan and energy label of objects.
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Houha, Jan. "Stavebně technologický projekt přístavby Senior centrum Blansko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265225.
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Content of this master‘s thesis is construction technological project of the extension Senior Centrum Blansko. The main object is a three-storyed, designed as a monolithic skeleton construction. The masters’s thesis contains technical report of the construction technological project, suggested construction site installations, proposal of suitable machines and mechanisms required for construction, time schedule, budget, wider relations of transport lines to construction site, implementation of monolithic concrete structures and control and test plan.
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Hromník, Lukáš. "Stavebně technologický projekt polyfunkčního bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226979.
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Construction technological project of polyfunctional flat house SO 107, solves the realization of reinforced concrete monolithic ceiling construction the financial and time schedule, technological instruction of concreting, proposal of mechanization, the technical report of technology construction project. The proposal formwork system Multiflex.
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Kvíčalová, Monika. "Hotel Sachrův kopec Harrachov, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392159.
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The diploma thesis deals with construction and technological solution of Hotel Sachrův kopec in Harrachov. Part of the thesis is technical report of main object, study of realization main technological phases, technological prescriptions and inspection and test plans for steel-concrete ceiling construction, copper roof cover and Spiroll panel ceiling construction. Thesis contain project of work side facilities, main construction machinery, shedule of health and safety, environmental protection, coordination situation of transport routes, time and financial plan for construction, drawing of formwork for steel-concrete ceiling construction and drawing of Spiroll panel ceiling.
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Bočková, Andrea. "Stavebně technologický projekt přípravy a realizace administrativní budovy firmy TREFAL, spol. s r.o." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409917.
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The aim of this thesis is the development project of the firm TREFAL, Spol. s.r.o. The object SOO2 - Administrative building - that is a constituent of the area of TREFAL, Spol. s.r.o. is discussed topic of this thesis. The main focus is the construction development of the monolithic supporting construction objects. The thesis further depicts and investigates accompanying and overall technical report, an implementation study of the main technological stages, situational designs, a solution of the broader traffic relations including a proposal for the supplementation of the construction development, BOZP plan, budget and timeline, a proposal for the new local communication and following textual and design documentation according to the thesis assignments.
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Lebruška, Jakub. "Stavebně technologická příprava Penzionu Jánský Potok II." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392044.
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The subject of this diploma thesis is technological preparation of realization guest – house Jánský potok II. in Jánské Lázně. The diploma thesis contains study of the main technological phases of the object, project of the site equipment, useful machines, time schedule, budget, technological prescription for reinforced concrete construction, project of the formwork for wall and floor slab, control plan, project of the acces road and parking. The basis for technological preparation in this diploma thesis is design documentation.
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Novák, Jan. "Kanalizace a ČOV Křelov,Břuchotín-stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227063.
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The subject of my work is to lower construction site waste water treatment plant Křelov - Břuchotín. In more detail, I focused mainly on the implementation of the circular tanks sewage treatment plant. These tanks prescription processing technology formwork and concreting circular tanks. It also contains a technical report, technical report building equipment, a study of the main technological stages of the building, site, design of mechanical assembly, inspection and test plan solved the technological regulation and scheduling.
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Hrubá, Denisa. "Výšková budova AZ Tower - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227005.
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This master´s thesis is dealing with selected part of the construction technology project of the high-rise building AZ Tower. The main content becomes the realization of supporting gross upper structure. It compiles in detail the most optimal proposal of technological processes, working machines, schedule, control and test plan, occupational safety, environment protection, construction site equipment and last but not least, the coordination of four tower cranes. Apart from the architectural and technically impressive draft of the Czech Republic tallest building it will be interesting to deal with progress of the whole construction. New technologies and elementary construction activities adapting to work at extreme altitudes will be used.
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Vojtek, Ondřej. "Stavebně technologický projekt bytového domu v Brně - Slatině." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372271.
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This diploma thesis deals with construction and technological project of apartment building in Brno – Slatina, Kigginsova street. Thesis focus on technological phase of monolithic rough superstructure and masonry work. For this phases were processed technogical specifications and controlling ad testing schedules. Within this thesis was also compiled technical report, solution of transport roads, technical report and drawings of site equipmet. For main object was compiled itemized budget, which was foundation for completing time schedule. In diploma thesis are further processed safety requirements and chosen construction details.
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Těžký, Filip. "Příprava realizace bytového domu v Brně - Slatině." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391973.
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The diploma thesis deals with the building - technological project of the apartment house in Brno - Slatina, Lučiny. The purpose will be an optimal design of construction progress with regard to finance and time. For this phase were processed the site equipment with the design of the lifting strap, the transport routes and the machine assembly. In addition, an item budget, which was followed by a detailed schedule. Based on these documents was created a balance of machines and workers. For monolithic constructions were developed a technological regulation and a control and test plan. Furthermore, the calculation of the decanting time and the design of the formwork turnover, supplemented by its drawing. In the diploma thesis is elaborated a plan for safety and health protection in the workplace and selected design details.
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Novák, Martin. "Stavebně technologický projekt ZŠ Otevřená, Brno - Žebětín." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227003.
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The constructive – technological project of elementary school in town district Brno – Žebětín, contains the technical report, the assessment of the wider transport relations, the time and financial plan of buildings, technological project of the site equipment, the main construction machines and mechanisms, the technological prescription for the underground construction, the inspection and test plan for the underground construction, the calculation of buildings for the objects, the safety report and the contract for work.
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Ráb, Jakub. "Stavebně technologický projekt haly ADS s.r.o. Větřkovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391951.
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The subject of my master's thesis is construction technological project of the hall ADS s.r.o. Větřkovice. The work includes technical report of construction technological project, facilities of construction zone, solving traffic routes from the production to the place of construction, study of the implementation of the main technological stages of the building SO02, the most appropriate machine assembly, technological specification for drilled piles and for montage of prefabricated reinforced concrete skeleton, control and test plan, schedule of work, itemized budget, plan of the safety and health protection during work, proposals of design of movement mechanisms and time and financial discretion of realization of the reinforced areas of the production hall area.
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Šusták, Miroslav. "Multifunkční centrum Hlinsko - příprava a realizace stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226490.
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Diploma work Multifunction Centre Hlinsko - preparation and realization of the covers technological studies throughout the building. Diploma work proposes a temporal, financial and material resources. The work included construction budget, schedule of work, technical regulations for demolition, implementation and installation of reinforced concrete ceiling glulam beams. For each technological regulation is developed inspection and test plan. The work includes the project site equipment. Diploma work is based on the technical documents supplied by the designer. The work also includes specialty.
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Okrouhlý, Petr. "Futurama business park - objekt C, stavebně technologická příprava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225380.
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The subject of the thesis is the solution of technological preparation of new building construction Futurama Business Park - the object C. In this thesis, is solved by the implementation of earthwork, foundation structures and reinforced concrete monolithic skeleton. Establishment of the building will be made on the concrete foundation slab. The building is designed as a reinforced concrete frame with perimeter steel columns and glass façade. The work also includes a timetable and financial plan (budget) building, technological regulations, technical report of building equipment, mechanical design assembly, inspection and test plan, design of site facilities, safety plan, impact of technological stage on the environment.
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Fatura, Josef. "Bioplynová stanice-stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227770.
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The subject of my thesis is the technological phase biogas plant. I focused in detail on the buildings SO01 - Hala income and treatment of raw materials and SO02 - Operating building a cogeneration unit. The concreting, formwork and reinforcement substructure object SO01 I developed technological prescription. Furthermore, my work includes a technical report on the structural and technological project, construction situation, time and financial planning, study, implementation of major technological stages, construction machinery, crane assessment, project site equipment, plan for securing material resources for SO01, inspection and test plan, plan OSH and itemized budget.
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Výstup, Petr. "Vybrané části stavebně technologického projektu - VĚDECKOTECHNICKÝ PARK TRIANGL." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227287.
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The topic of this diploma thesis deals with the solution of selected parts of building technology design of Scientific and Technical Park Triangl that is planned to be constructed in Uherske Hradiste. This complex of buildings will be used for civil, administrative and residential purposes. The thesis describes creation of foundation constructions, design of reinforced concrete frames, transportation of building materials and machinery to the building site. This thesis also contains a design and a technical report about facilities of the construction site, pre-defined mechanical assembly, control and test plans and the budgets and schedules of the construction work. Required applications to carry out the construction, suggestions for reinforcement of the foundation construction as well as financial costs are also included in the thesis.
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Všetečka, Jan. "Stavebně technologický projekt revitalizace těžní věže Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227274.
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The task of this diploma’s thesis was processing construction-technology project to revitalization the mining towers because of its current worsened state and subsequent adjustments for cultural activities.
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Šarlejová, Petra. "Bytové domy v Brně, Bystrci - příprava a organizace výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227010.
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This thesis deals with the project planning and management of the construction of two houses of flats in Brno – Bystrc, Šemberova street. The houses of flats are designed as a newly built five floors above ground and one basement floor. The supporting system is made from brick ceramic blocks, underground floor is made of concrete blocks. This thesis processes technological project of building as preparation and building site equipment, use of machines necessary for implementation of the construction, monitoring and test plan, technological steps for basement walls of shuttering blocks. Finally, in this thesis dealt with time and cost of construction of houses of flats.
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Bartek, Petr. "Vybrané části stavebně technologického projektu mateřské školy v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409914.
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This thesis deals with a construction-technology plan of two-story nursery school in Brno, district Bystrc. Thesis contains engineering report, financial and time schedule for structures, project of construction site, noise study, technological notes and inspection and test plans for cast-in-place reinforced concrete slabs and for prestressed concrete Spiroll floor slabs, formwork study, list of main machines used during construction, time schedule, needed quantity of workers and itemized budged for carcass, budged for whole building and comparison of cranes. Moreover, in appendices are drawings of approaches and processes during construction in its different phases.
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Drozd, Michal. "Vybrané části stavebně technologického projektu psychiatrické kliniky Fakultní nemocnice Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409919.
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The subject of my diploma thesis are selected parts of the construction technology project of the psychiatric clinic of the University Hospital Brno based on the provided project documentation. It is an extension of a new six-storey building to the existing buildings. The thesis contains a technical report to the construction technology project, the coordination situation of the construction, the situation of wider transport routes, time and financial plan by objects, study of the realization of the main technological stages, a site equipment design, a design of a machine set, technological regulation for monolithic structures, quality control and testing plan of monolithic structures, noise study and selected documents for LEED certification.
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Gabriel, Jan. "Obytný soubor Nový Žižkov - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392137.
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The subject of this diploma thesis is the elaboration of a construction technological project for the construction of a residential complex Nový Žižkov in Poděbrady, where I will focus on the technological stage of the gross building of the main building SO-01 apartment building – section BI+BII (56 dwelling units). The supporting system of the building is composed of a combination of monolithic reinforced concrete structures and ceramic blocks. The foundation of a residential building is designed as a reinforced concrete basin with reinforcing ribs. The diploma thesis contains a text and attachment part.
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Hladký, Dominik. "Obytný areál Ponavia park v Brně, příprava a organizace stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409926.
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This thesis deals with the construction process of the apartment house Ponavia Park located in Brno. The thesis solves the individual realization phases of the main building phase. Building site equipment is designed for the projected construction process in three different variations. A technical report is also included in the building site. Critical points within the transport of materials and machines are also verified. A financial plan for the whole building is made as an summarizing time schedule for the apartment building. The sources for the financial plan are the figures taken from the Czech building objects classifications (JKSO). The summarizing time schedule is made in MS Projekt software and it’s designed as a Gantt diagram. A design of the main building machines and mechanisms was also made for the projected construction process. All of the machines were assessed for their respective required function on the building site. Also included in this thesis is a construction method for the reinforced concrete structures. The construction method deals with the realization process of waterproof concrete, reinforcement binding, formwork of the vertical and horizontal structures and also the process of concrete curing. The construction method is followed up by quality control and test plans for reinforced concrete structures, and a construction site safety plan that is made in the form of predicted main safety risks at the building site. For the noise load on the surrounding buildings a noise study is made. The study examines the intensity of noise in the protected outdoor space. This study was made in the Hluk+ software. The thesis also includes an item budget for the apartment house that was made in Build Power S software.
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Baštová, Veronika. "Stavebně technologický projekt terasového bytového domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225670.
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The project deals with building technological study of the new building apartment house in Brno. Dimensions of the apartment building are 29.2 m x 57.2 m with shape of a rectangle. The apartment house is designed terraced in five floors as a brick structure of the ceramic blocks. Ceilings and construction in contact with the ground is reinforced concrete. In groundfloor are located garages, other floors are designed as residential. The project deals with technological processes of bottom building, time and financial demands of construction.
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Komenda, Tomáš. "Komplex bytových domů, Praha - Jarov, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240225.
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The goal of this diploma thesis is to create a building technology project for construction of 4 flat houses within stage 3a. of the building project „Green town of Prague – Jarov, phase II“. The flat houses are in two pairs interconnected by basement, each is a 7 floor high reinforced concrete building with flat roof and is functionally connected to others by a terrace garden system. This document focuses on organisation and preparation of the construction. It includes building site equipment, cost calculation for setting up and servicing of the building site with graphical illustrations for selected construction phases. Additionally a detailed time schedule was created with a proposal for stream construction of the reinforced concrete scelet and lining in the pairs of interconnected buildings. A realization study of the main technological phases was also prepared. The diploma thesis covers in detail construction of reinforced steel scelet and circumferential casing including a layer of contact insulation system. A blueprint of formwork for walls and ceiling is included in the manual for construction of reinforced steel scelet. On these particular actions probationary and control plans were added. The required machinery set with detailed placement was also drafted. An itemized budget for the main building was prepared as well. Attached to this document is a detailed manual on how to use housing units including repairs and revisions plan for next 30 years. Part of this diploma thesis is also a detailed study covering the construction in relation to the surronding living and educational areas.
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Cihelka, Karel. "Stavebně technologický projekt pavilonu laboratoří technologií Akademie věd v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227732.
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The topic of this master thesis is dealing with selected parts of the constructional and technological project of laboratoty pavilion for technology of AS in Brno. Thesis is mainly focused for technological instructions of ground works, support of next building and solving of city center problems. Components of this thesis are evaluation plans and work place safety protocols. Next content of thesis are study of main technological phases, time and finanical plans, items budget, selected details, construction site equipment and design and verification of tower crain.
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Trhlík, Lukáš. "Prodejní a servisní centrum Praha – stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225401.
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In this diploma thesis deals with execution of ground works, foundation constructions, steel and armored concrete monolithic framework of the sales and service center in Prague. Establishment of the building will be done on armored concrete basement feet, strips and basement plate. The building is desinged in part as a steel framework and in part as a armored concrete framework. The building technological project contains for the phases primarily time and financial plan of object, technology prescription, time schedule, budget, model of the building site accessories, model of the machines, check and test plan, safety plan.
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CHUN-JU, CHI, and 紀君儒. "The Improvement of Concrete Formwork and Construction." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/78251722713007239785.
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碩士明新科技大學
營建工程與管理研究所
98
Ever since the beginning of the country, all of the concrete construction relied on formwork. The wooden forms have been one of the most popular materials in the construction industry. Because the formwork is considered temporary work（false work）, the design does not require professional engineers to seal. The owner, designers and contractors often overlook the importance of formwork in design. The current construction specification in Taiwan adopted Japanese and American codes, the local construction condition was ignored causing inadequacy. This research emphasizes in a complete sense to discuss issues related to the improvement of formwork not only in design, construction, but in quality of worker’s education, material property investigation, few design examples are provided also. It is expected to increase the awareness of formwork through documentation review, scholar interview to conclude and to promote a concrete formwork design and construction guideline. The professional engineers work environment and contractors culture in current practice are also considered when a design example is provided in the thesis. Finally, with all the effort put together, it is hopeful that the safeties of the construction industry, the quality of formwork construction are also improved.
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Lewis, David D. "Drophead formwork system implications in flat plate concrete floor construction." 2005. http://www.lib.ncsu.edu/theses/available/etd-08112005-140704/unrestricted/etd.pdf.
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陳俊智. "The Study for Construction Formwork of Fair-Faced Concrete Building." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/tw53a9.
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Banks, Mark Eugene. "The viability of using slipform concrete construction technique as an alternative to conventional formwork in the Naval Construction Forces." Thesis, 1986. http://hdl.handle.net/10945/22180.
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Hashemian, Fariborz. "Structural behaviour and optimization of moment-shaped reinforced concrete beams." 2012. http://hdl.handle.net/1993/8122.
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This research includes a preliminary study prior to the commencement of the Ph.D. work and three phases of design, construction and testing of three generations of moment-shaped beams. Each phase of the research brought a better understanding of curved beams which follow the shape of the moment diagram. The moment diagram in this study was for simply supported beams supporting a uniformly distributed load as would be the case in the majority of building designs.
The original theory for this research can be described as follows: Moment-shaped beams are the natural outcome of a fundamental understanding of stress paths in a horizontal load bearing member. By following these stress paths we may provide materials where required to most efficiently carry the compression and tension stresses to the supports. Allowing stresses to follow their naturally desired paths reduces regions where stresses cross paths called disturbed regions.
The outcome of the final phase of this research was the development of the third generation of curved beams with a camber. These beams, designated as Cambered Curve beams (CCBs), exhibited the same behaviour as the rectangular control beam design using CSA-A23.3 up to the serviceability failure of L/360 (12mm).
The CCB moment-shaped beams require 20% less concrete and 40% less reinforcing steel (no shear stirrups) to carry the ultimate load which is only 12% less than that carried by the CSA-designed control beam.
Due to a closed system of internal forces, the moment-shaped beams remain intact and are able to sustain self weight, even after total failure.
A significant part of this research was to modify and verify a FORTRAN-based finite element analysis program: FINIT-Y. This program was reconstructed to analyse a full size beam, and enabled the researcher to model and correctly predict the maximum load, crack pattern and failure mode.
This study found that moment-shaped beams with no shear reinforcement have the same stiffness and load carrying capacity as the CSA-designed rectangular control beam with shear reinforcement up to serviceability failure (L/360). The study also found that moment-shaped beams have significantly lower ductility at the ultimate load.
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Carr, James William. "Rethinking the commercial building An investigation into the use of precast concrete as permanent formwork for reinforced concrete in commercial building construction /." 2006. http://proquest.umi.com/pqdweb?did=1075713931&sid=4&Fmt=2&clientId=39334&RQT=309&VName=PQD.
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Thesis (M.Arch.)--State University of New York at Buffalo, 2006.Title from PDF title page (viewed on July. 19, 2006) Available through UMI ProQuest Digital Dissertations. Thesis adviser: MacKay, Kenneth S. , LeCuyer, Annette. Includes bibliographical references.
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Chen, Wei-Hsin, and 陳偉信. "Study of a detecting device and method for the perfusion saturation of the SRC and RC liquid concrete structure in construction formwork." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/x98v83.
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碩士崑山科技大學
電子工程研究所
103
For decades,buildings in Taiwan are mostly RC and SRC structures. In the saturation condition of the construction method, we used to observe the concrete fluidity with eyes, or received messages from the sound by using a hammer to pound the templates . This research provide a new sensors to gauge the saturation within the template. Design a parallel electrode plate by the capacitor principle and it depends on the different medium quality to measure the different capacity. Therefore,we can judge the concrete situation of saturation within the template.