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Vývoj vysokopevnostních betonů s vysokým obsahem el. popílků
Roubal, David ; Ťažký, Tomáš (oponent) ; Hela, Rudolf (vedoucí práce)
Diplomová práce se zabývá studiem vysokopevnostních betonů s vysokým obsahem elektrárenských popílků. V teoretické části jsou postupně rozebrány hlavní principy a charakteristiky vysokopevnostních a vysokopopílkových betonů. Dále byla dle zjištěných poznatků popsána technologie vysokopevnostních vysokopopílkových betonů, včetně principů dosažení vysoké pevnosti. Na základě zjištěných poznatků byly v experimentální části navrženy a vytvořeny vysokopevnostní, vysokopopílkové betony pro specifické pevnosti v tlaku. Tyto betony pak byly podrobeny řadě zkoušek.
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Suitability of vitrified lignite bottom ash for composite cements.
Bayer, Petr ; Krátký, Josef (oponent) ; Wolter, Albrecht (vedoucí práce)
The present master’s thesis seeks to develop a better understanding of using vitrified lignite bottom ash as a clinker substitute in composite cements. The influence of added vitrified bottom ash, as well as its fineness, alkaline solutions and its concentration was investigated. In composite cements prepared as specified in DIN EN 197 - 1, the clinker was replaced by 30 % of the vitrified bottom ash. In particular, the composite cements with vitrified bottom ash of fineness 5549 cm2/g and 8397 cm2/g were prepared. Furthermore, in order to stimulate the pozzolanic and/or geopolymeric reaction of the vitrified bottom ash, alkaline solutions of hydroxides and sulphates in two different concentrations were added. Mechanical properties of the prepared samples were characterized by mechanical strength testing on prisms with a proportion of 40×40×160 mm as specified in DIN EN 196 - 1. The non-destructive measurement of dynamic E-modulus and destructive testing on compressive and flexural strength were conducted. Moreover, particle size distribution and chemical analysis of input materials were performed by means of laser granulometry and X ray fluorescence, respectively. The hardened composites were investigated on phase composition and microstructure using X-ray diffraction and scanning electron microscopy after 2 and 28 days of hydration. Finally, the results showed that the mechanical properties are independent on the added amount of alkaline concentration or fineness of grounded bottom ash. However, the noticeable lower mechanical strengths were observed for samples with hydroxides activation likely due to the early silicate hydrogel formation. The strengths for samples with sulphate activation did not reach the strength of the reference mortar.
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Vývoj vysokopevnostních betonů s vysokým obsahem el. popílků
Roubal, David ; Ťažký, Tomáš (oponent) ; Hela, Rudolf (vedoucí práce)
Diplomová práce se zabývá studiem vysokopevnostních betonů s vysokým obsahem elektrárenských popílků. V teoretické části jsou postupně rozebrány hlavní principy a charakteristiky vysokopevnostních a vysokopopílkových betonů. Dále byla dle zjištěných poznatků popsána technologie vysokopevnostních vysokopopílkových betonů, včetně principů dosažení vysoké pevnosti. Na základě zjištěných poznatků byly v experimentální části navrženy a vytvořeny vysokopevnostní, vysokopopílkové betony pro specifické pevnosti v tlaku. Tyto betony pak byly podrobeny řadě zkoušek.
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Suitability of vitrified lignite bottom ash for composite cements.
Bayer, Petr ; Krátký, Josef (oponent) ; Wolter, Albrecht (vedoucí práce)
The present master’s thesis seeks to develop a better understanding of using vitrified lignite bottom ash as a clinker substitute in composite cements. The influence of added vitrified bottom ash, as well as its fineness, alkaline solutions and its concentration was investigated. In composite cements prepared as specified in DIN EN 197 - 1, the clinker was replaced by 30 % of the vitrified bottom ash. In particular, the composite cements with vitrified bottom ash of fineness 5549 cm2/g and 8397 cm2/g were prepared. Furthermore, in order to stimulate the pozzolanic and/or geopolymeric reaction of the vitrified bottom ash, alkaline solutions of hydroxides and sulphates in two different concentrations were added. Mechanical properties of the prepared samples were characterized by mechanical strength testing on prisms with a proportion of 40×40×160 mm as specified in DIN EN 196 - 1. The non-destructive measurement of dynamic E-modulus and destructive testing on compressive and flexural strength were conducted. Moreover, particle size distribution and chemical analysis of input materials were performed by means of laser granulometry and X ray fluorescence, respectively. The hardened composites were investigated on phase composition and microstructure using X-ray diffraction and scanning electron microscopy after 2 and 28 days of hydration. Finally, the results showed that the mechanical properties are independent on the added amount of alkaline concentration or fineness of grounded bottom ash. However, the noticeable lower mechanical strengths were observed for samples with hydroxides activation likely due to the early silicate hydrogel formation. The strengths for samples with sulphate activation did not reach the strength of the reference mortar.
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