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Construction disasters caused by punching in the support zone of reinforced concrete slab-and-column ceilings as well as means of their repair and reinforcement

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Języki publikacji
EN
Abstrakty
EN
Slab-and-column ceilings are widely used because of the considerable savings that they allow to obtain in the total construction cost. However, this structural system has a weak feature that consists of vulnerability to punching in a ceiling slab around its connection to a column. This paper describes several examples of disasters caused by slab punching and gives conclusions resulting therefrom. In order to eliminate the problem of punching, in the world there are used various types of shear reinforcement in a slab around a column, which are characterized by malleability and puncture resistance, thereby preventing a disaster. Examples of such reinforcement of ceiling slabs around columns are also shown in the work.
Twórcy
autor
  • The Institute of Civil Engineering, the Wroclaw University of Environmental and Life Sciences
autor
  • The Institute of Civil Engineering, the Wroclaw University of Environmental and Life Sciences
autor
  • The Faculty of Security Sciences, the Military Academy of Land Forces in Wroclaw
Bibliografia
  • 1. Allgemeine Bauausichtliche Zulassung 215.1-84 für Durchstandzbewehrung Typ HDB=N, Halfen 2001.
  • 2. Binici B.: Punching Shear Strengthening of Reinforced Concrete Slabs Using Fiber Re-inforced Polymers, Doctor’s Dissertation, The University of Texas, Austin, Dec. 2003.
  • 3. BPA Report into Structural Safety and Maintenance of Car Park in the UK [online]. [available: 05.01.2015]. Available on the Internet: www.britishparking.co.uk.
  • 4. Bu W.: Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading, Thesis for PhD University of Waterloo, Ontario, Canada, 2008.
  • 5. Canadian Standard A23.3-94, Design of Concrete Structures, Canadian Portland Cement Association, 1994.
  • 6. Delatte N. and Bosela P.: Failure in Concrete Design and Construction, IF RASC’12,Pisa 16-17 November 2012.
  • 7. El-Salakawy E. F.: Shear behavior of Reinforced Flat Slab Edge Connection with Openings, PhD Thesis, Faculty of Engineering, Menoufin University, 1998.
  • 8. EN 1992-1-1+AC: Eurocode 2: Design of Concrete Structures, Part 1-1: General Rules and Rules for Buildings. Brussels: European Committee for Standardization, November 2010.
  • 9. Fernandez Ruiz M., Muttoni A.: Performance and Design of Punching Shear Reinforcing Systems 3rd fib International Congress 2010, Washington DC, USA 29 May – June 2nd 2010.
  • 10. Granger, R. O., Peirce, J. W., Protze, H. G., Tobin, J. J., and Lally, F. J.: The Building Collapse at 2000 Commonwealth Avenue, Boston, Massachusetts on January 25th, 1971, Raport of the Mayor’s Investigating Commission, The City of Boston.
  • 11. Hassanzadeh G. and Sundquist H.: Strengthening of Bridge Slabs on Columns, Nordic Concrete Research no. 21, 1/1998.
  • 12. IMIA Working Group Paper WGP 80 (13), IMIA Conference New Delhi, September 21st to 25th 2013, Formwork and Scaffolding Collapses.
  • 13. King S. and Delatte N., J.: Collapse of 2000 Commonwealth Avenue: Punching Shear Case Study, J. Performance Constr. Facil. 18(1) 54-56, 2004.
  • 14. Leyendecker E. V. and Fattal S. G.: Investigation of the Skyline Plaza Collapse in Fair-fax County, Virginia, Center for Building Technology, Institute for Applied Technology, National Bureau of Standards, Washington DC 20234, Report No 94, Feb. 1977, p. 91.
  • 15. Lindorf A.: Wymiarowanie płyt na przebicie przy zastosowaniu bolców dwu-główkowych według Europejskich Aprobat Technicznych, Przegląd Budowlany 12/2013.
  • 16. MacGregor, J., (1997), “Reinforced Concrete: Mechanics and Design.”, 3rd Edition, Prentice Hall, Englewood Cliffs, N.J., p. 939.
  • 17. McKaig, T. (1962). Building Failures: Case Studies in Construction and Design. McGraw- Hill, New York, N.Y. 14-16.
  • 18. Muttoni, A. (Ed.), Fernández Ruiz M., Fürst A., Guandalini S., Hunkeler F., Moser K., Seiler, H.: Structural safety of parking garages” (in French: “Sécurités structurale des parkings couverts, also available in German), Documentation D 0226 SIA, Swiss Society of Engineers and Architects , Zürich, Switzerland, 2008, p. 105.
  • 19. Oliveira M. H., Pereira Filho M. J. M., Oliveira D. R. C., Fereira M. P. and Melo G. S. S. A., Punching Resistance of Internal Slab-Column Connections with Double- Headed Shear Studs , Rev. IBRACON Estrut. Mater. Vol. 6, no. 5, São Paulo, Oct. 2013.
  • 20. Peraza D. B.: Avoiding Structural Failures During Construction, STRUCTURE magazine, November 2007, p. 9-12.
  • 21. PN-EN 1992-1-1; Eurocode 2: Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków. Warszawa, Polski Komitet Normalizacyjny, wrzesień 2008.
  • 22. Polak M. A.: Preventing Punching Shear Failures of Reinforced Concrete Slabs; Results of Static and Pseudo Seismic Tests on Shear Bolt Retrofitted Slabs, XXIV Konferencja Naukowo-Techniczna Awarie Budowlane, Szczecin-Międzyzdroje 26- 29 maja 2009.
  • 23. Schellhammer J., Delatte N. and Bosela P.: Another Look at the Collapse of Skyline Plaza at Bayley’s Crossroads, Virginia, J. Perform. Constr. Facil. 27(3), 354-361, 2013.
  • 24. Urban T.: Diagnostyka i wzmacnianie płyt żelbetowych na przebicie, Przegląd Budowlany 11/2008.
  • 25. Wood J. G. M.: Pipers Row Car Park, Wolverhampton, Quantitative Study of the Causes of the Partial Collapse on 20th March 1997, www.hse.gov.uk
  • 26. [online]. [available: 07.01.2015]. Available on the Internet: www.halfen.pl
  • 27. [online]. [available: 07.01.2015]. Available on the Internet: www.jobsitestud.com
  • 28. [online]. [available: 07.01.2015]. Available on the Internet: www.Jordahl.de
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1c1d8f64-4755-4f91-84f6-f9d46cfd468a
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