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Application of waste from utilitarian ceramics for production of cement mortar and concrete

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Preliminary results of utilization of ceramic waste for the produce of ceramic mortars and concrete have been presented. Currently, ceramic wastes from the production of ceramic flower pots and covers are not used in any form. The chemical composition of this waste materials was determined using X-ray fluorescence (spectrometer ARL Advant 'XP). Cement mortar and concrete were made using CEM I 42.5 R. The results showed that the compressive strength (after 28 days) of cement mortar increased with the increase of size reduction of the ceramic waste. The highest compressive strength (increased by 5.0% compared to the control sample) was found for cement mortars in which waste pottery with fragmentation of less than 0.2 mm were used. These mortars also showed the highest frost resistance (after 150 freeze and unfreeze cycles), whereas the largest decrease the compressive strength (over 17%) after the frost resistance test showed samples of the cement mortar with the ceramics waste fragmentation in range 1.0–3.0 mm. Studies have also shown that the compressive strength of concretes increase with added the ceramic waste (10–30%) instead of natural aggregate. The highest compressive strength (approximately 12.3%) compared with the sample control show the concrete in which 30% of the natural aggregates were replaced by the ceramics waste. Furthermore, using up to 30% of ground ceramic in the concrete reduces its water absorption capacity.
Słowa kluczowe
Rocznik
Strony
1002--1010
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
Twórcy
autor
  • Faculty of Civil Engineering, Czestochowa University of Technology, Akademicka Street 3, 42-201 Czestochowa, Poland
autor
  • Faculty of Civil Engineering, Czestochowa University of Technology, Akademicka Street 3, 42-201 Czestochowa, Poland
Bibliografia
  • AGGARWAL Y., SIDDIQUE R. (2014), Microstructure and properties of concrete using bottom ash and waste foundry sand as partial replacement of fine aggregates, Constr. Build. Mater., 54, 210-223.
  • AKHTARUZZAMAN A. A., HASNAT A. (1983), Properties of concrete using crushed brick as aggregate, Concr. Inter., 5, 58-63.
  • BINICI H. (2007), Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties, Constr. Build. Mater., 21, 1191-1197.
  • CHAO-LUNG H., ANH-TUAN B., CHUN-TSUN Ch. (2011), Effect of rice husk ash on the strength and durability characteristics of concrete, Constr. Build. Mater., 25, 3768-3772.
  • De BRITO J., PEREIRA A. S., CORREIA J. R. (2005), Mechanical behaviour of non-structural concrete made with recycled ceramic aggregates, Cem. Concr. Compos., 27, 429-433.
  • EUROPEAN COMMISSION, August 2007. Reference document on best available techniques in the ceramic manufacturing industry. In: European Commission, http:// eippcb.jrc.es
  • FEDERICO L.M., CHIDIAC S.E. (2009), Waste glass as a supplementary cementitious material in concrete – Critical review of treatment methods, Cem. Concr. Compos., 31, 606-610.
  • GUERRA I., VIVAR I., LIAMAS B., MORAN J.A. (2009), Eco-efficient concretes: The effect of using recycled ceramic material from sanitary installations on the mechanical properties of concrete, Waste Manage., 29, 643-646.
  • HALICKA A., OGRODNIK P., ZEGARDLO B. (2013), Using ceramic sanitary ware waste as concrete aggregate, Constr. Build. Mater., 48, 295–305.
  • HALICKA A., ZEGARDLO B. (2011), Odpady ceramiki sanitarnej jako kruszywo do betonu, Przegląd Budowlany, 7-8, 50-55.
  • MEDINA C., SÁNCHEZ de ROJAS M. I., FRĬAS M. (2013a), Properties of recycled ceramic aggregate concretes: Water resistance, Cem. Concr. Compos., 40, 21-29.
  • MEDINA C., SÁNCHEZ de ROJAS M. I., FRĬAS M. (2013b), Freeze-thaw durability of recycled concrete containing ceramic aggregate, J. Cleaner Production, 40, 151-160.
  • MEDINA C., FRIAS M., SÁNCHEZ de ROJAS M.I., THOMAS C., POLANCO J.A. (2012a) Gas permeability in concrete containing recycled ceramic sanitary ware aggregate, Constr. Build. Mater., 37, 597-605.
  • MEDINA C., FRIAS M., SANCHEZ de ROJAS M.I (2012b), Microstructure and properties of recycled concretes using ceramic sanitary ware industry waste as coarse aggregate, Constr. Build. Mater., 31, 112-118.
  • MUSTAFA A. M., BAKRI Al., NORAZIAN M. N., KAMARUDIN H., MOHD SALLEH M.A.A., ALIDA A. (2013), Strength of concrete based cement using recycle ceramic waste as aggregate, Advanced Materials Research, 740, 734-738.
  • NOWICKA-SKOWRON M., ULEWICZ R. (2015), Quality management in logistic processes in metal branch [in]: METAL 2015, 24rd international conference on metallurgy and materials, Brno, Czech Republic.
  • PANESAR D.K., SHINDMAN B. (2012), The mechanical, transport and thermal properties of mortar and concrete containing waste cork, Cem. Concr. Compos., 34, 982-992.
  • REDDY V. M. (2010), Investigations on stone dust and ceramic scrap as aggregate replacement in concerto, Int. J. Civil Structural Eng., 1, 661-66.
  • KHATIB J. M., ELLIS D.J. (2001), Mechanical properties of concrete containing foundry sand, ACI Spl., ACI, 733-48.
  • WANG S., MILLER A. LIAMAZOS E., FONSECA F., BAXTER L. (2008), Biomass fly ash in concrete: mixture proportioning and mechanical properties, Fuel, 87, 365-371.
  • SEKAR T., GANESAN N., NAMPOOTHIRI NVN. (2011), Studies on strength characterization on utilization of waste materials as coarse aggregate in concrete, Int. J. Eng. Sci. Technol., 3, 5436- 5440.
  • VAN TUAN N., YE G., Van BREGEL K., FRAAIJ L.A., DAI B. D. (2011), The study of using rice husk ash to produce ultra-high performance concerto, Constr. Build. Mater., 25, 2030-2035.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-865cc400-2adf-4fff-a6de-f29cd5d350a6
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