Relevant bibliographies by topics / Concrete construction formwork

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Concrete construction formwork'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Concrete construction formwork"

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Taher Ahmed, Mohammed, Rozana Zakaria, Mohamad Zin Abd Majid, and Ismail Mohd Affendi. "Importance of Sustainable Concrete Formwork System." Advanced Materials Research 598 (November 2012): 360–65. http://dx.doi.org/10.4028/www.scientific.net/amr.598.360.

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Construction industry is seen to be able to play a bigger role into a sustainable society by offering sustainable construction. As the premier construction material across the world, concrete has a major determining role on the effects, good or bad, of construction on the environment, meanwhile the formwork system is one of the important construction methods in building construction, which eventually will lead to more sustainable construction. In this context, this study focuses on the importance of the formwork system and its influence on achieving sustainable construction. The study aims to identify the basic sustainability objectives that considered responsive to formwork system. Using questionnaire survey distributed among construction experts, the economic category had been selected as the most important factor that considered respond to the formwork system, and the environmental category comes second while social comes the third. Furthermore, fifty percent of the respondents agree that type of formwork system effect on the sustainability of the construction project and about forty percent was moderate about it. Determination the objectives of sustainability that respond to the formwork system, which covers all activities and processes related to the formwork system can assist developers and others stakeholders to evaluate the performance of the system in order to make enhancement to the system.
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Jipa, Andrei, Mathias Bernhard, Nicolas Ruffray, Timothy Wangler, Robert Flatt, and Benjamin Dillenburger. "Formwork fabrication freedom for a concrete canoe." Gestão & Tecnologia de Projetos 14, no. 1 (September 6, 2019): 25–44. http://dx.doi.org/10.11606/gtp.v14i1.148264.

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The pursuit for complex geometries in contemporary architecture is driving innovation towards an unconstrained fabrication freedom for building components. Concrete is a building material with excellent structural and architectural qualities, which has the theoretical capacity of being cast into any shape. However, in practice, concrete is generally limited by the formwork manufacturing industry to simple, planar shapes. To overcome this fabrication limitation, this research investigates the use of large-scale 3D-printed plastic formworks for concrete components. This novel construction method takes advantage of the load-bearing capacity of concrete and relies on the fabrication-freedom inherited from the 3D printed formwork, thus making complex topologies and precise details possible for concrete structures. To demonstrate the potential applications of this method, skelETHon —a functional four-meter-long concrete canoe— was designed, built and raced in a regatta on the Rhine river. The research focused on the optimization of the 3D printing process for large-scale plastic formworks and on improving the stability of the thin formwork shells during casting.
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Ahmad, Nursafarina, Zakiah Ahmad, Azerai Ali Rahman, Hanizah Abdul Hamid, and Mohd Azrizal Aziz Fauzi. "Increasing the Capacity of Concrete Column with Integrated Permanent Formwork Using Wood-Wool Cement Board." Applied Mechanics and Materials 325-326 (June 2013): 1305–9. http://dx.doi.org/10.4028/www.scientific.net/amm.325-326.1305.

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Growing construction activities requires increase in construction materials. The conventional method of constructions results in a rise in construction waste. Formwork as a main factor to generate construction waste has been the topic of investigation. The permanent formwork has been introduced with the aim to: promote the construction technology process that put quality, safety and environment issues into account, reduce the cost of workers and reduce the overall time of construction project. At present the permanent formwork available in the market are made from steel, and plastic and the cost is still high. Therefore this study is looking at the potential of commercial wood-wool cement board (WWCB) as permanent formwork. A series of concrete columns were constructed with and without integrated WWCB with different configurations of WWCB as permanent formwork. These columns were subjected to axial load and the compressive strength and failure modes were recorded. The results show that the present of permanent formwork from WWCB improves the compressive strength of the column. With the permanent formwork, the size of concrete column can be reduced and able to support the same load as column without permanent formwork. Therefore this construction method can reduce the overall cost of construction.
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Li, Jian Ping, Pin Tan, Jin Huang, and Xiang Jun Wang. "Simulation and Experimental Study of Floating with Engineering Mechanics on Box Girder Steel Interior Formwork Used in the High Speed Railway." Applied Mechanics and Materials 540 (April 2014): 185–88. http://dx.doi.org/10.4028/www.scientific.net/amm.540.185.

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During the construction of high speed railway box girder, the interior formwork’s floating problem is always been a big common quality fault plagued the construction in the process of concrete pouring, this leads to the roof thickness of box girder arising, the harm is great. This paper combined the construction project of Hebang single linear 32 meter interior formwork, according to the actual condition of the construction, proceeding the simulation analysis and experimental study of floating date on box girder interior formwork. Using the solidworks2010 establish the mode of box girder interior formwork, then, import the mode to the workbench14.5 proceeding simulation analysis. The simulation analysis of interior formwork maximal floating date is 10.67 millimeter, while the measured date is 10.63 millimeter, the deviation is 3.2%. The result manifests the feasibility of the simulation analysis of interior formwork floating date, this provide a reference to the structure optimization of the interior formwork used in the high speed railway.
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Taher Ahmed, Mohammed, Rozana Zakaria, Rosli Mohamad Zin, and Rania Hussien Ahmed. "Sustainability Indicators for Concrete Formwork System." Applied Mechanics and Materials 525 (February 2014): 504–8. http://dx.doi.org/10.4028/www.scientific.net/amm.525.504.

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As the premier construction material across the world, concrete has a major determining role on the effects, good or bad, of construction on the environment, meanwhile the formwork system is one of the important construction methods in building construction, which eventually will lead to more sustainable construction. This study is about the sustainability elements that respond to formwork system and their contribution to the main factors of sustainability using questionnaire survey distributed among construction experts. The economic factor had the most contribution to sustainability performance of formwork system; the environmental factors come second and at final come the social factors. Furthermore, the economic factor had seven elements effect formwork system performance and the environmental factor include six elements while social factor had only three elements.
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Brózda, Kinga, and Jacek Selejdak. "Safety of Formworks in the Engineering and General Construction Sector." System Safety: Human - Technical Facility - Environment 1, no. 1 (March 1, 2019): 284–90. http://dx.doi.org/10.2478/czoto-2019-0037.

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AbstractFormwork systems are necessarily used in the implementation of the RC (reinforced concrete) structures. Formworks are required regardless of whether a construction is monolithic or prefabricated and used to form the engineering and general structures or structural elements, such as abutments, supports and decks of the bridges, tanks and retaining walls, but also industrial and accommodation facilities etc. Ensuring the OHS (occupational health and safety) during transport, assembly and disassembly of formworks is a necessary condition for the execution of RC works in a safe and economical way. The paper presents the analysis of the safety requirements for formworks. Furthermore, the general requirements for the execution of the formwork structures were discussed. The most common organizational and technological mistakes and cased of neglects related to the operation of the formwork which lead to infringement of the OHS regulations were also identified.
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Tang, Qing Rong, and Zhi Qiang Fu. "Time-Varying Law Experimental Research of the Interaction of Concrete Structure and Formwork Support during the Construction Period." Applied Mechanics and Materials 488-489 (January 2014): 466–69. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.466.

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Research for mechanism of concrete structure interacting with formwork support by manufacturing 2 test models of two-layer and single-span reinforced concrete frame at laboratory,and analysis interaction performance between concrete structure and formwork support and the influence of construction period,curing time of concrete and load on mechanical performance of formwork support system during the construction period.Research data shows:formwork support system interacted with concrete structure is a linear system when live load applied is smaller then crack load calculated according to mechanical indicators of loading-age concrete;load applied by formwork support system decreases with develop of curing time of concrete and removal of bottom support and construction period extension;it is also effected by environmental temperature.
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Liang, Yong Duo, Zhi Guo Sun, Jin Zheng Jiang, Gong Cai Chi, and Yue Jiang. "Shear Resistant Strength Analysis of Construction Formwork Concrete Shear Wall." Applied Mechanics and Materials 166-169 (May 2012): 3311–16. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3311.

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Construction formwork concrete shear wall is one of new type of structural system. In order to study the shear resistant strength of construction formwork concrete shear wall, 21 quasi-static test results were collected, influence factors which affect the shear resistant strength of construction formwork concrete shear wall through grey-correlation analysis method were analyzed. It is found that, among the influence factors, axial compressive force is the most important, secondly is the effective height of the wall, the distance among stiffening ribs in the latitudinal direction show small influence. And the expressions to estimate the shear resistant strength of construction formwork concrete shear wall were proposed by regression analysis method.
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Feng, Qi, Xiao Guang Wu, and Ben Dong Zhao. "Study and Application of Permeability Formwork to Marine Concrete." Applied Mechanics and Materials 438-439 (October 2013): 333–37. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.333.

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During the construction of concrete structure, laying controlled permeability formwork within the traditional formwork can effectively improve the durability of concrete for marine structures and prolong the working life of concrete structures. This paper discusses the working mechanism of controlled permeability formwork, introduces its development history and research status, summarizes the construction process and matters needing attention of controlled permeability formwork, and puts forward the problems remaining to be solved at present.
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Chellappa, Vigneshkumar, and Urmi Ravindra Salve. "Understanding the fall-related safety issues in concrete formwork." E3S Web of Conferences 263 (2021): 02007. http://dx.doi.org/10.1051/e3sconf/202126302007.

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The construction industry recorded high rates of fatalities and injuries due to falls at the workplace. Among other activities, concrete formwork tends to have more fatal falls. This study aims to understand the fall-related safety issues in the formwork lifecycle of construction projects. To achieve this, the process of formwork activities was mapped, and the safety risks associated with each activity were classified. Method development and risk identification focused on interviews with construction professionals involved in the construction of formwork and site observations of the formwork activities. The overall finding was that pouring, stripping, and erection activities have more issues related to falls. Future research is being carried out to assess the risks of falls from the construction experts’ views to prevent fall accidents in the future.
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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 Arcaro
Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil
Made available in DSpace on 2018-08-09T14:58:15Z (GMT). No. of bitstreams: 1 Pinto_AntonioCarlosAlvarenga_M.pdf: 2870920 bytes, checksum: cffdfb27613fef6b77831bd28b0b89f3 (MD5) Previous issue date: 2006
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-coffrage
In 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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Books on the topic "Concrete construction formwork"

1

Koel, Leonard. Concrete formwork. Homewood, Ill: American Technical Publishers, 1988.

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Concrete formwork. Orland Park, Illinois: American Technical Publishers, 2011.

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Koel, Leonard. Concrete formwork. 2nd ed. Homewood, Ill: American Technical Publishers, 1997.

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Hurd, M. K. Formwork for concrete. 5th ed. Detroit (P.O. Box 19150, Detroit 48219): American Concrete Institute, 1989.

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ACI Committee 347--Formwork for Concrete., ed. Formwork for concrete. 7th ed. Farmington Hills, Mich: American Concrete Institute, 2005.

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Hurd, M. K. Formwork for concrete. 6th ed. Detroit: American Concrete Institute, 1995.

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Hurd, M. K. Formwork for concrete. 5th ed. Detroit: American Concrete Institute, 1989.

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Concrete formwork systems. New York: Marcel Dekker, 1998.

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Hanna, Awad S. Concrete Formwork Systems. New York: Marcel Dekker, Inc., 2003.

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Peurifoy, R. L. Formwork for concrete structures. 3rd ed. New York: McGraw-Hill, 1996.

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Book chapters on the topic "Concrete construction formwork"

1

Setareh, Mehdi, and Robert Darvas. "Formwork for Monolithic Concrete Construction." In Concrete Structures, 517–65. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_8.

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Çavdar, Meltem. "Who built the timber formwork for fair-faced reinforced concrete?" In History of Construction Cultures, 703–10. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003173434-196.

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Kumar, B. Bala Murali, Yun Chung Hsueh, Zhuoyang Xin, and Dan Luo. "Process and Evaluation of Automated Robotic Fabrication System for In-Situ Structure Confinement." In Proceedings of the 2021 DigitalFUTURES, 368–79. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5983-6_34.

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AbstractThe additive manufacturing process is gaining momentum in the construction industry with the rapid progression of large-scale 3D printed technologies. An established method of increasing the structural performance of concrete is by wrapping it with Fibre Reinforced Polymer (FRP). This paper proposes a novel additive process to fabricate a FRP formwork by dynamic layer winding of the FRP fabric with epoxy resin paired with an industrial scale robotic arm. A range of prototypes were fabricated to explore and study the fabrication parameters. Based on the systemic exploration, the limitations, the scope, and the feasibility of the proposed additive manufacturing method is studied for large scale customisable structural formworks.
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Hayashi, S., T. Gondo, and H. Chiba. "Development and rationalization of formwork for curved concrete shells in the Japanese construction industry in the 1950s." In History of Construction Cultures, 779–85. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003173359-102.

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Schneider, Maxie. "Pneu and Shell: Constructing Free-Form Concrete Shells with a Pneumatic Formwork." In Humanizing Digital Reality, 639–55. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6611-5_53.

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"Formwork." In Supervision of Concrete Construction 1, 171–94. CRC Press, 1986. http://dx.doi.org/10.1201/9781482275629-17.

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"CENTERING AND FORMWORK." In Concrete Vaulted Construction in Imperial Rome, 22–50. Cambridge University Press, 2005. http://dx.doi.org/10.1017/cbo9780511610516.003.

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"Design and Construction of Concrete Formwork." In Concrete Construction Engineering Handbook, 255–304. CRC Press, 2008. http://dx.doi.org/10.1201/9781420007657-12.

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Johnston, David. "Design and Construction of Concrete Formwork." In Concrete Construction Engineering Handbook. CRC Press, 2008. http://dx.doi.org/10.1201/9781420007657.ch7.

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"Design and Construction of Concrete Formwork." In The Civil Engineering Handbook, 109–36. CRC Press, 2002. http://dx.doi.org/10.1201/9781420041217-7.

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Conference papers on the topic "Concrete construction formwork"

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Barnes, J. Michael, and David W. Johnston. "Fresh Concrete Lateral Pressure On Formwork." In Construction Research Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40671(2003)33.

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Johnston, David W. "Field Measurement of Concrete Lateral Pressure in Formwork." In Construction Research Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41109(373)134.

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Miller-Johnson, Russ. "Fabric Formwork — An Alternative Concrete Construction System." In Structures Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)273.

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Kim, Wontae, Sungjig Kim, and Siyun Kim. "Innovative Stay-in-Place Formwork Method for Reinforced Concrete Columns." In Creative Construction Conference 2019. Budapest University of Technology and Economics, 2019. http://dx.doi.org/10.3311/ccc2019-018.

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Haduong, Alan, Joseph J. Kim, and Vahid Balali. "Statistical Results on Incidents for Formwork Safety in Concrete Structures." In Construction Research Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481288.063.

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Romanovskyi, Roman, Leonardo Sanabria Mejia, and Ehsan Rezazadeh Azar. "BIM-based Decision Support System for Concrete Formwork Design." In 36th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2019. http://dx.doi.org/10.22260/isarc2019/0150.

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Jin, Ziyu, and John Gambatese. "A Fuzzy Multi-Criteria Decision Approach to Technology Selection for Concrete Formwork Monitoring." In Construction Research Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482865.009.

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SAGAR, SHWETA, and VIRENDRA KUMAR PAUL. "AN INVESTIGATION OF DIFFERENT FORMWORK SYSTEM FOR HIGH RISE BUILDING CONSTRUCTION AND FOR DECISION SUPPORT SYSTEM." In 13th International Research Conference - FARU 2020. Faculty of Architecture Research Unit (FARU), University of Moratuwa, 2020. http://dx.doi.org/10.31705/faru.2020.6.

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The most important aspect of any successful structural construction is the formwork system. Formwork itself defines as the temporary structure into which the concrete placed to obtain its desired shape and gains its weight to withstand against various loading conditions. This paper focuses on the two parts 1. Identified different formwork systems using in Indian construction industry for high-rise building construction and 2. Explanations of the decision support system for formwork system so that a decision-maker decides or makes the right choice for the selection of formwork system. This study employed a literature review approach (journal paper, research paper, technical articles & notes, and white paper). The methodology divided into two parts; firstly, the identification of the formwork systems used in the construction industry and secondly, to study a brief about decision support system and for formwork system by which the ease to make a decision support frame for the formwork system selection. This paper reflects the different formwork system typology used in the construction industry for high-rise buildings. The outcome of this paper helps to establish the baseline to develop decision support for the formwork system selection.
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Tian, Zheng-Hong, and Chong-Shi Gu. "Experimental Research on Concrete Durability Under Controlled Permeability Formwork Liner." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)39.

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Tian, Zhenghong, Chongshi Gu, and Zhendan Zhang. "Problems on Practical Construction of Durable Concrete with Controlled Permeability Formwork Liner." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)64.

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