Relevant bibliographies by topics / Permanent formwork

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

Academic literature on the topic 'Permanent formwork'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 May 2022

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Journal articles on the topic "Permanent formwork"

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Song, Xiao Ruan, Pei Ge Liu, Xiao Yun Zhang, Yu Ting Qu, and Ji Min Xu. "Experimental Study on Concrete Slab Combined with Permanent Cement Formwork with Joints." Advanced Materials Research 243-249 (May 2011): 1283–87. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1283.

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In this research, a kind of composite cement plates are utilized as permanent formworks, and poured concrete together to form composite slabs. Through static test of composite slabs with different bonding modes of interface between formwork and concrete, bearing capacity, deformability and cooperation states of concrete and composite formwork are studied. Through static test of composite slabs with splicing joints formworks at different positions, bond quality near the splicing joints are observed visually, stress nature and deformability variations resulted from different splicing joint positions of formwork are analyzed. And meanwhile, stress and deformability of the ordinary concrete slab without formwork is researched under the same conditions. Through above experiments, acting as a part of the slab, how composite formwork influence bearing capacity and deformability of the combined slab is investigated.
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Song, Xiao Ruan, Xiao Yun Zhang, Wei Dai, Yu Ting Qu, and Zi Liang Xu. "Study on Stress and Deformation Performances of the Spliced Cement Formwork Reinforced by FRP." Applied Mechanics and Materials 71-78 (July 2011): 764–68. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.764.

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For permanent cement-base formwork, due to stay-in-place with concrete during all the service life and minor size of the end surface, the splicing methods of traditional formworks are not adapted to be used. In allusion to natures of the cement-base formwork, this paper presents ten types of splicing methods. For each method, a group of specimens are prepared and whose capacity and deformation performance are investigated. And meanwhile, stress and deformability of the full specimens without joint are researched under the same conditions. Through above splicing experiments, some reliable splicing method is obtained. The experimental results provided by this paper present a gist for investigation and application of the permanent cement-base formwork.
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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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Song, Xiao Ruan, Yu Ting Qu, Xiao Yun Zhang, Wei Niu, and Yu Feng Jiang. "Design and Analysis of the Support System for Cement-Base Formwork." Advanced Materials Research 374-377 (October 2011): 1249–53. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1249.

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The cement-base composite formwork reinforced by FRP is developed to act as permanent construction formwork. Considering such properties as the minor stiffness out of the plain and the smaller bending resistance of the formwork, the matched cross support device is designed which can be recycled. In this paper, components of the support device and the corresponding functions are introduced, the technological process is described. By means of finite element program, the appropriate support distances of formwork during concrete placement are calculated, the stress and deformation performances are also analyzed. In the end, economic benefit and environment efficiency of the permanent formwork system are discussed. The above research results indicate the feasibility and economy of the support system, which present a gist for investigation and application of the permanent FRP cement composite formwork.
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Nakane, S., M. Koyanagi, and K. Iriya. "The Present Situation of Precast Concrete Permanent Formwork." Concrete Journal 33, no. 4 (1995): 25–34. http://dx.doi.org/10.3151/coj1975.33.4_25.

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Jin, Qingxu, Christopher K. Y. Leung, and Changli Yu. "Effective joining method for pseudo-ductile permanent formwork." Materials and Structures 46, no. 3 (July 11, 2012): 345–60. http://dx.doi.org/10.1617/s11527-012-9905-3.

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Protopopova, Darya A., and Ekaterina M. Kojevnikova. "Technological Features of Designing Buildings Using a Permanent Formwork." Materials Science Forum 931 (September 2018): 311–14. http://dx.doi.org/10.4028/www.scientific.net/msf.931.311.

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In article the data on reinforced concrete emergence and technologies of projects construction with its application are provided. A detailed description of the erecting buildings technology based on a system of retained forms with the identification of positive and negative characteristics and modern materials is proposed for the creation of a permanent formwork.
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Hall, J. E., and J. T. Mottram. "Combined FRP Reinforcement and Permanent Formwork for Concrete Members." Journal of Composites for Construction 2, no. 2 (May 1998): 78–86. http://dx.doi.org/10.1061/(asce)1090-0268(1998)2:2(78).

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Kim, G. B., K. Pilakoutas, and P. Waldron. "Development of thin FRP reinforced GFRC permanent formwork systems." Construction and Building Materials 22, no. 11 (November 2008): 2250–59. http://dx.doi.org/10.1016/j.conbuildmat.2007.07.029.

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Ghulyan, Armine B., Garegin L. Tepanyan, and Boris J. Sargsyan. "Problems of Formation of Complex Monolithic Reinforced Concrete Structures." Key Engineering Materials 828 (December 2019): 153–57. http://dx.doi.org/10.4028/www.scientific.net/kem.828.153.

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The features of the structures of complex monolithic reinforced concrete structures are given, the necessity of their organizational and technological design to ensure quality, reduce the duration and safety of construction and installation works is substantiated. A fragment of the formwork for complex curvilinear beams is presented, where the permanent and temporary loads, the permitted steps of the main and secondary beams and remote scaffolds for the PERI and CRAMOS modular formwork systems, which are more common in RA, are calculated in detail.
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Dissertations / Theses on the topic "Permanent formwork"

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Fridh, Sara, and Henrik Johansson. "Permanent plastic formwork - An early study of a new production method." Thesis, Linköpings universitet, Medie- och Informationsteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-101983.

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Det här examensarbetet är ett avslutande arbete på utbildningen Högskoleingenjör Byggnadsteknik på Linköpings universitet. Examensarbetet genomfördes i samarbete med Skanska Hus i Linköping där en studie kring en ny typ av formsättningsmetod med kvarsittande form för grunddetaljer utfördes. Metoden innebar att arbetsmoment inkluderande nedtagning och rengöring som normalt ingår vid traditionell formsättning eliminerades. Företaget efterfrågade en undersökning av den nya metoden för att se om den är att föredra i kommande projekt. Rapporten inriktades på studier kring tidsvinst, ekonomisk påverkan och arbetsmiljöpåverkan. Den teoretiska referensramen behandlar förutsättningar och begrepp som ingår vid skapandet av en produktionskalkyl och hur en alternativkalkyl för val av produktionsmetod utförs. Hur exponering av damm, tunga lyft, buller, vibrationer och andra vanligt förkommande förhållanden på en byggarbetsplats påverkar yrkesarbetaren tas upp och hur de kan förebyggas genom rätt val av material och produktionsmetod. I den här studien valdes en traditionell form av plywood och virke som den metod som den nya formsättningsmetoden jämförs emot. Kalkyler upprättades för de båda metoderna och intervjuer genomfördes med inblandade parter för att bedöma hur arbetsmiljön påverkades av den nya kvarsittande plastformen. Resultatet av studien visade att den nya formsättningsmetoden innebar tidsvinster, var ekonomiskt lönsam och bidrog till förbättrad arbetsmiljö på byggarbetsplatsen.
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Cao, Qian. "Development of pseudo-ductile permanent formwork with glass fiber reinforced plastics reinforcements /." View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20CAO.

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Hall, Joanne Elizabeth. "Combined pultrude fibre reinforced plastic reinforcement and permanent formwork for concrete members." Thesis, University of Warwick, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.365306.

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Persaud, Richard Yajuvendra. "The structural behaviour of a composite timber and concrete floor system incorporating steel decking as permanent formwork." Thesis, University of Cambridge, 2008. https://www.repository.cam.ac.uk/handle/1810/252081.

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Abreu, Luiz Antonio Lobo de. "Uso de fôrmas permanentes de placas de argamassa armada em pontes vicinais." Universidade Federal de Uberlândia, 2014. https://repositorio.ufu.br/handle/123456789/14210.

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This work claims to study the technical feasibility of using ferrocement panels as permanent self-supported formworks for execution of bridges on local roads. It is justified by changes in the production structure of agriculture in general that resulted in changing the type of traffic, impacting the service life of special engineering structure and also the limited capacity of infrastructure investments and technical capacity of municipalities to whom these systems are jurisdictional . The study was done by the development of theoretical models of a size which can be positioned with simple equipment and check its structural plates. The methodological approach included bibliographic and document analysis research. The theoretical development studies considered the reference group recognized research, relevant technical standards and analytical models already consolidated.
O objetivo deste trabalho é estudar a viabilidade técnica do uso de placas de argamassa armada como formas permanentes e autoportantes para execução de pontes em vias secundárias e vicinais. Justifica-se pelas mudanças da estrutura produtiva da agropecuária em geral que resultaram na alteração do tipo de tráfego, com impacto na vida útil das obras de arte viárias e também na baixa capacidade de investimentos em infraestrutura e capacitação dos municípios a quem estes sistemas estão jurisdicionados. O estudo foi feito pelo desenvolvimento teórico de modelos de placas de dimensões tais que possam ser posicionadas com equipamentos simples e a sua verificação estrutural. A abordagem metodológica contemplou pesquisa bibliográfica e análise documental. O desenvolvimento teórico considerou estudos de referência de grupos de pesquisa reconhecidos, normas técnicas pertinentes e modelos analíticos já consolidados.
Mestre em Engenharia Civil
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Schwarzová, Klára. "Horský penzion s restaurací." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227442.

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It is a mountain inn with restaurant, situated in the village Pstruží. The building has a footprint L. partial basement and has two floors. The object is divided into a public part and the operating part, which is the operation of the restaurant. The roof is pitched with a slope of 35 °. On the second floor are offices leadership pension. In the basement there is a technical background.
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Ondrušková, Veronika. "Polyfunkční dům v Bruntále." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240171.

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This diploma thesis deals with design documentation of New mixed-use building in Bruntál. The building is located in the centre of the Bruntál on the plot number 83/1. Regulatory plan defines this plot for construction. It is marked as SC – mixed-use residental plot. The building contains the main conditions of use – living, shopping, restaurant and administration. The building has 3 above-ground floors and 1 basement. At ground floor there is café and shop. At first floor there are offices and conference room. At second floor there are flats. In basement there is utility room, cellars, garage and storages. The café and shop is separated and has its own entrances. Horizontal and vertical load-bearing and non-load bearing structures are bulit of permanent formwork VELOX – perimeter load-bearing walls are sandwiches, internal load-bearing walls are of cast-in-place reinforced concrete, which is covered by permanent formwork. Non-load bearing walls are bulit of 2 boards of permanent formwork with inserted acoustic insulation. Vertical load-bearing structures are made of cast-in-place reinforced concrete, which is covered by permanent formwork. The building has concrete foundation strips and cast-in-place reinforced concrete stairs. The roof has got classical order of layers.
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Ruszová, Veronika. "Kulturně společenské centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372218.

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The subject of my master‘s thesis is A new cultural society center building in Frýdek-Místek. The work is explained in the form of project documentation for the execution of the building containing all the requirements following the legal standards and regulations. The land is flat. It is a two-storey, basement building. The supporting system of the object is a monolithic reinforced concrete skeleton filled with ceramic blocks. Basement masonry is permanent formwork. The roof and ceiling structures are made of reinforced concrete slabs. Roofs above both of the first floors are flat green roofs, the roof above the second floor is also flat formed by river rock. The new building of the cultural society center corresponds to the town plan of the town of Frýdek-Místek. The design was influenced by the layout, static and architectural features, and energy savings.
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Ciprys, Petr. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391885.

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The focus of the diploma thesis is a new building of preschool in Velké Němčice. The structure is comprised of three classrooms, each for twenty children. The education of the children is secured by six teachers and a head teacher. There are three employees who attend to the food preparation and the maintenance and upkeeping. The meals are secured by a catering company. The structure is designed as double-storeyed without the cellars. The floor plan is in the shape of the reverse letter L. There is a flat one-deck roof. The building was designed as a brick panel structure with the external thermal insulation composite system. It is betted into a flat terrain.
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Saj, Marek. "Penzion s restaurací." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240313.

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Goal of this diploma thesis is processing of the design project documentation of guest house with restaurant. Designed building is placed at flat terrain at plot of number 2016 in municipality Hradec nad Moravicí, cadastral area of Hradec nad Moravicí [646814]. Guest house with restaurant has approximately shape of two rectangles, that together looks like capital letter t. Building has overall dimensions in length 36 m and in width 22,54 m. Detached building is building without cellar, when the part of restaurant is single-storeyed with mono-pitched roof and there is placed the restaurant, kitchen, facilities guests, staff facilities and technical facilities. The part of quest house with mono-pitched roof is two-storeyed and there is placed quests rooms and facilities. Vertical and support construction comprises the permanent formwork Velox system, floor structure is reinforced concrete slab.
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Books on the topic "Permanent formwork"

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Beales, C. The behaviour of permanent formwork. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1990.

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Harrison, T. A. Permanent GRC soffit formwork for bridges. Slough: Cement and Concrete Association, 1986.

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Wrigley, R. G. Permanent Formwork in Construction C558. Construction Industry Research & Information Association (CIRIA), 2001.

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High Ribbed Formwork is: High Ribbed Formwork is an expanded metal sheet product, specifically developed for use as permanent formwork to concrete. Unique Industry Supply Limited., 2010.

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Book chapters on the topic "Permanent formwork"

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Lee, Shyue Leong, Mohammad Abdul Mannan, Ivonson Kwee, and Chiang Chong Kian. "Performance of Jute Fabric-Reinforced Polymer Concrete as Permanent Formwork." In Lecture Notes in Civil Engineering, 279–88. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6403-8_23.

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"4193 permanent formwork [n]." In Encyclopedic Dictionary of Landscape and Urban Planning, 685. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_9465.

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Conference papers on the topic "Permanent formwork"

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"Permanent Participating FRP Formwork for Concrete Floor Slabs." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682465.

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"CFRC Permanent Formwork for the Steel Free Bridge Deck." In SP-190: High-Performance Fiber-Reinforced Concrete Thin Sheet Products. American Concrete Institute, 2000. http://dx.doi.org/10.14359/5719.

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Cheng, Guo, jun xie, Zhengtai Bao, Yuanchao Zhu, and Peng Liu. "Design and construction of assembled monolithic shear wall structures with permanent formwork technology." In International Conference on Computer Vision, Application, and Design (CVAD 2021), edited by Ziyan Zhang. SPIE, 2021. http://dx.doi.org/10.1117/12.2626648.

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Qinghua Wang, Tong Wang, Lei Yu, and Jinfeng Tian. "Experimental study of cast-in-situ concrete composite beam with wire mesh permanent formwork." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6002978.

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Lepourry, Clemence, Hugues Somja, Pisey Keo, Piseth Heng, and Franck Palas. "An innovative concrete-steel structural system allowing for a fast and simple erection." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7014.

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In usual concrete buildings, medium to long span slabs can only be achieved by using prestressed beams. However, these elements are heavy, making their handling expensive; the cladding of these beams to vertical elements creates several difficulties, particularly in case of moment resisting frames; at last, their precamber implies a cautious management of the concreting and is a source of defects. Steel-concrete composite beams may offer an alternative, with similar performances. However they are not considered by concrete builders, because specific tools and skills are needed to erect them on site. Moreover usual composite members require a supplementary fire protection, which is costly and unsightly. This article presents an innovative steel-concrete moment resisting portal frame that overcomes these difficulties. It is based on composite tubular columns, and a composite beam made of a U-shaped steel profile used as permanent formwork to encase a concrete beam. This steel-concrete duality of beams allows an erection on site without any weld or bolt by a wise positioning of the construction joints. Moreover, as the resistance to fire is ensured by the concrete beam, the system does not require any additional fire protection. Finally, as only steel elements have to be handled on site, there is no need of heavy cranes. This system has been used to build a research center near Rennes, in France. As it is not covered in present norms, an experimental validation was required. After a detailed description of the structural system, the full-scale tests which have been performed are presented : - A series of asymmetrical push-out tests in order to determine the behaviour and resistance of shear connectors; - One 6-point bending test made to investigate the resistance of the USCHB under sagging bending moment; Two tests of the beam-column joint.
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