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Correct concrete load-bearing capacity and time limitations for the automatic implementation of monolithic reinforced ceilings

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Digital control, 3D technique and new materials show great potential in the automation of construction processes. Simultaneously releasing humans from hard physical labour come improvements of quality of workmanship and better resource and time management. In normal construction, vertical elements are erected robotically and horizontal (ceiling) elements are prefabricated. The “Stroptronic” technology presented here, tries to improve on that, introducing a “Just In Time” sequence of events on-site. The robot arranges all materials into a cycle and forms a monolithic, reinforced ceiling slab, sliding on a conveyor and rollers during the primary bonding of concrete. The concrete, based on a quick-setting cement composed with calcium sulfo-aluminate (CSA); ensures the ceiling early self-bearing capacity thanks to its high early strength (over 20 MPa, 1.5 hours after mixing). The robot constantly introduces reinforcements, prepares and extrudes the concrete mix, moving in a direction perpendicular to the ceiling span. Along with the robot, the conveyor and the rollers move slowly under the ceiling, providing continuous support to the bonding concrete over a distance of about 1 m, i.e. until it reaches self-bearing capacity in the cross-section between the supports. Tests of the concrete with CSA are hereby produced, progress in bonding materials is analysed, along with results of testing load-bearing capacity of a section with composite inserts (main bars - steel, distribution bars - fibreglass. Results and conclusions follow.
Rocznik
Strony
687--703
Opis fizyczny
Bibliogr. 18 poz., il., tab.
Twórcy
  • AGH University of Science and Technology, Faculty of Mining and Geoengineering, Department of Geomechanics, Civil Engineering and Geotechnics, Cracow, Poland
Bibliografia
  • [1] Balaguer C. “From hard to soft robotics”, Robotics and Automation in Construction Industry, 3rd IARP Workshop on Service, Assistive and Personal Robots, Madrid, Spain, 2003.
  • [2] Cousineau L., Miura N. “Construction robots: the search for new building technology in Japan”, American Society of Civil Engineers, ASCE Publications, 1998.
  • [3] CTS Cement Manufacturing Corporation, “Innovative, high-performance products for new construction, restoration and repairs”, Rapid Set® Construction Cement, 12442 Knott Street, Garden Grove, CA 92841, USA.
  • [4] EN 12390-1 Part 1: Shape, dimensions and other requirements for speciments and moulds.
  • [5] EN 1992-1-1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings.
  • [6] Khoshnevis B. “Automated construction by Contour Crafting - related robotics and information technologies”, Automation in Construction, Vol. 13, Issue 1, pp. 5-19, 2004.
  • [7] Korodur International GmbH “Product Information”. 92-224 Amberg, Germany.
  • [8] Kurdowski W. „Chemia cementu i betonu”, Stowarzyszenie Producentów Cementu - Wydawnictwo Naukowe PWN, Kraków - Warszawa, 2010.
  • [9] Locher F.W. “Cement, principles of production and use”, Erkrath Verlag Bau+Technik 2013.
  • [10] Maeda J. “Development and Application of the SMART System”, Automation and Robotics in Construction, Elsevier Science B.V., pp. 457-464, 1994.
  • [11] Patent UP RP nr P-414864, Warszawa 2019-01-25 „Urządzenie przejezdne do wykonania monolitycznego stropu z szybkowiążącego betonu”, Biuletyn Urzędu Patentowego; ISSN 0137-8015; 2017 nr 11, p. 27.
  • [12] PN-EN 206+A1:2016. „Beton. Wymagania, właściwości, produkcja i zgodność” wraz z krajowym uzupełnieniem PN-B-06265.
  • [13] Ramseyer C., Bescher E., 93. Annual Meeting of the Transport Research, Washington, USA, 2014.
  • [14] Taylor M. “Automated construction in Japan”, Civil Engineering 156, Paper 12562, pp. 34-41, 2003.
  • [15] Więckowski A. „Automating CSA cement-based reinforced monolithic ceiling construction”, Automation in Construction, 2019 0926-5805.
  • [16] Więckowski A. “JA-WA - A wall construction system using unilateral material application with a mobile robot”, Automation in Construction, V 83, 11/2017, pp. 19-20, 2017
  • [17] Więckowski A. “Principles of the NNM method applied in the analysis of process realisation”, Automation in Construction, Elsevier Science BV, 11(3.4), pp. 409-420, 2002.
  • [18] Zimka R. „Pełzanie betonu na szybkowiążącym cemencie siarczano-gliniano-wapniowym w okresie tężenia”, Praca doktorska, WGiG AGH, Kraków, 2019.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8fc6587c-dbcd-45a9-b84b-f7affc8f150e
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