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Eingeladener Vortrag
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Alkali-activated fly ash foams – mechanical, chemical and physical properties
Alkali-activation of fly ash together with an aluminum powder blowing agent led to the synthesis of inorganic fly ash-based foam. The aluminium powder reacts with the alkalies from the activation solution. Hydrogen is released during this reaction and creates a closed-pore structure. The amount of liquid activation solution and aluminium powder was optimized considering proper pore distribution and feasible bulk density of the resulting foam. The viscosity of the initial mix was found as a crucial factor for the foaming process as well as for the stability of the fresh foam.
The fly ash foam is characterized in terms of its compressive and flexural strength, thermal conductivity and capacity, resistance to chemically aggressive environments, fire resistance and 2D morphology. The fire resistance test shows, that almost all mass loss occurres below 500°C and the biggest volume change take place between 800°C and 1100°C. An excellent chemical durability stems mainly from the closed-pore network and absence of leachable Ca in the system. Experiments and micromechanical simulations prove that reasonable bulk densities lie in the range of 400 to 800 kg/m3.
Geopolymers present a group of novel building materials exhibiting improved chemical resistance, fire resistance and lower CO2 emissions over traditional OPC-based materials.
Corrosion of steel rebars in concrete presents one of the main deterioration mechanisms limiting service life of the reinforced structures. The corrosion is accompanied by an expansion of the corrosion products causing high pressures, concrete cracking and finally spalling of a cover layer. Critical chloride concentration, loss of alkalinity and modeling of the steel corrosion are in researchers' spotlight for decades, however steel corrosion in geopolymer materials is insufficiently described and understood yet.
An optimized geopolymer mixture based on German hard coal fly ash activated with sodium hydroxide and sodium silicate solutions was selected for steel reinforcement-corrosion experiments. The formation of passive layer on the steel rebars is observed after approx. two weeks of hardening at laboratory temperature. However, alternative heat-treatment at 80°C for several hours leads to immediate formation of the passive layer as well as to a faster strength gain (80 MPa after 24h at 80°C).
Chloride diffusion coefficient, Na+ leaching as well as carbonation rate is identified on unreinforced geopolymer mortar samples. The data are used for simulations and design of the steel rebars-corrosion experiments. The effect of chloride ingress, Na+ leaching and carbonation of the geopolymer mortar on the steel-reinforcement corrosion is studied.