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Effect of plasticizers, superplasticizers and silica fly ash on concrete water-resistance

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Concrete is one of the basic construction materials. It is a composite made of cement, water, coarse and fine aggregate. In the past, concrete was produced only with primary components, and it was often of poor quality. Nowadays, technological progress and scientific research allowed the concrete to be made with the use of chemical admixtures and mineral additives to modify and improve selected properties of both the concrete mixture and hardened concrete. Contrary to popular belief, obtaining concrete with suitable properties is not simple and the choice of mixture components requires professional knowledge. The care and quality is also extremely important. The paper presents the results of laboratory research concerning the impact of the plasticizer admixture—Betocrete-C17 and superplasticizer—Arpoment-O and mineral additive of silica fly ash on concrete water resistance. Capillarity, water permeability and water absorption of the concrete were determined. Additionally, a study of the consistency of fresh mixture was done and the hardened concrete compressive strength was tested.
Rocznik
Strony
33--38
Opis fizyczny
Bibliogr. 19 poz., tab., wykr.
Twórcy
autor
  • The State Higher Vocational School in Kalisz, Department of Civil Engineering, Nowy Swiat 4, 62-800 Kalisz, Poland
Bibliografia
  • [1] Glinicki M. A.: Water absorption spectrum, Building–Technology–Architecture, no. 3/2007, pp. 50-53
  • [2] Flaga K.: Specific requirements of concrete in bridge construction, XV Conference „Concrete and prefabrication” Jadwisin 1995, pp. 105-115
  • [3] Wilson M. A., Carter M. A., Hoff W. D.: British Standard and RILEM water absorption tests: A critical evaluation, Materials and Structures, vol. 32, October 1999, 571-578
  • [4] Gołda A., Kaszuba S.: Permeability of concrete – requirements and testing methods, Cement-Lime–Concrete 6/2009, pp. 308-313
  • [5] Alsabry A.: The dynamics of capillary in walls in construction, Construction Review 9/2010, pp. 46-48.
  • [6] Hall C. and Hoff W. D.: Rising damp: capillary rise dynamics in walls – Proc. R. Soc. A 8 August 2007 vol. 463 no. 2084, 1871-1884
  • [7] PN-EN 197-1:2012 Cement. Part 1: Composition, specifications and conformity criteria for common cement
  • [8] PN-B 06250:1988 Common concreto
  • [9] PN-EN 1008:2004 Mixing water for concrete. Specification of sampling, testing and evaluation of the suitability of mixing water for concrete, including water recovered from concrete production processes
  • [10] https://www.schomburg.com/de/en/products/betocrete-c17
  • [11] http://sklep.war-remedium.pl/Arpoment-o-c-251.html
  • [12] PN-EN 450-1:2012 Fly ash for concrete – Part 1: Definitions, specifications, conformity criteria
  • [13] http://zuter.pl/popiol_lotny.html
  • [14] PN-EN 206:2014-04 Concrete—Requirements, characteristics, production and conformity
  • [15] Jamroży Z.: Concrete and the technologies. Third edition in accordance with the standard PN-EN 206-1, PWN, Warszawa 2005
  • [16] PN-EN 12350-2:2011 Testing concrete mix. Part 2: Testing consistency with the cone slump method
  • [17] PN-EN 12390-3:2011 Testing hardened concrete. Part 3:Compressive strength of test specimens.
  • [18] PN-EN 12390-4:2001 Testing concrete — Part 4: Compressive strength – Requirements for strenght machines
  • [19] Śliwiński J. and others: Building Materials, Technical University of Krakow, Kraków 2001
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-20f4d0e9-cedc-478c-ac1c-d24dcfdf3819
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