Cendre volante

Résumé

La cendre volante, parfois dénommée PFA (pour « pulverised fuel ash » en anglais ; ce qui pourrait être traduit par « cendre de combustible pulvérisée »), est l’un des trois déchets issus de la combustion du charbon dans les grandes chaudières industrielles et dans les chaudières de centrales électriques au charbon (les deux autres grands types de déchets étant les gaz émis dans l'air, et les mâchefers). Ensemble avec les cendres enlevées du fond de la chaudière (bottom ash en anglais) elles constituent ce qu’on appelle la cendre de charbon. À l'échelle microscopique, ces cendres se présentent comme un agglomérat de particules fines, expulsées de la chambre de combustion avec les gaz de combustion. Elles sont dites volantes par opposition aux mâchefers et « cendres sous-foyers ». Dans le passé, une grande partie des cendres volantes étaient relâchées dans l'atmosphère, puis la législation environnementale a imposé que ces cendres polluantes soient extraites des gaz rejetés dans l’

Source officielle

https://fr.wikipedia.org/wiki/Cendre_volante

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To reduce the CO2 footprint of construction materials, concrete producers blend their cement with Supplementary Cementitious Materials (SCMs). SCMs such as fly ash or blast furnace slag are mostly the byproducts of other industries. And while SCMs are chosen to match the properties of the common Ordinary Portland cement (OPC), their addition to the cement recipe may alter the chemistry of the system. These changes may lead to different mechanical and transport properties of the cement-based structure which may, in turn, affect its long-term resistance to harmful external agents. Therefore, understanding the relationship between cementâs microstructure and the degradation mechanisms is key for optimizing the design of new cementitious materialsIn this context, chloride attack is the most common reason for steel rebars to corrode especially when exposed to external chloride (seawater, deicer saltsâŠ). At low w/c ratios (typically 13) pore solution, the C-S-H surface develops a negative surface charge density. Electrostatic interactions between the surface and the ions in the pore solution result in a redistribution of the ionic species in two layers of charge at the interface of the solid i.e. the Electrical double layer (EDL). In nanoscopic pores, the EDL is dominated by atomic phenomena which are thought to interfere with the mobility of ions and chloride in particular. In order to understand and quantify the surface effects and their influence on ionic transport, we firstly propose an atomistic model of the EDL formation based on the use of the Metropolis Monte Carlo algorithm. This model is used to compute the ionic distributions and electrochemical potentials of electrolytes at equilibrium in nanoscopic pores. These quantities constitute the main driving forces of ionic transport at the pore scale. The microstructure parameters including the surface charge density of C-S-H, the ionic strength (and pH) of the pore solution, and the pore size are equally investigated and their effect on chlorideâs behavior quantified. Among the other parameters, the model also provides quantitative information on the effect of calcium ions which are thought to play a major role in the binding of chloride on C-S-H. The next step consists in using the calculated atomic-scale properties of the EDL in order to resolve the transport problem at the pore scale and compute microscopic diffusivities of chloride. This is achieved by using the molecular computations from the Monte Carlo (MC) engine in order to implement a modified version of the classical Poisson-Boltzmann system. The method is compared to the classical Finite element analysis of the Poisson-Nernst-Planck (PNP) equations and the data are discussed in the light of established experimental results in the literature.

EPFL2022

Chargement

Cement production accounts for approximately 8% of man-made CO2 emissions. Lowering these CO2 emissions is currently one of the most important and urgent research topics within the cement community. To reduce these emissions, the Portland cement (PC) is partially replaced by supplementary cementitious materials (SCM) such as blast furnace slag, fly ash or silica fumes. Reaction of these SCM with PC during hydration leads to the formation of additional calcium silicate hydrates (C-S-H), which is the single most important phase in cements based on silica-rich SCM. The high Al2O3 and SiO2 content of the SCM results in C-S-H compositions with more Si and Al than in PC, which affects the stability and durability of such cements. Therefore, it is crucial to determine the role of Al on C-S-H properties to predict the formed hydrate phase assemblages and their effect on durability. Al sorption isotherms including very low Al concentrations have been determined for C-S-H with Ca/Si ratios from 0.6 to 1.4. The solubility, structure and composition of calcium silicate hydrates incorporating aluminum âC-A-S-Hâ as a function of different parameters such as Ca/Si ratio, equilibration time, Al and alkali contents were investigated. Elemental measurements were performed with ICP MS and ICP-OES. The presence of secondary phases was investigated by using TGA and XRD and the structure of C A S H was investigated by FTIR. High alkali hydroxide concentrations led to an increased Al(OH)4- formation in solution, which reduced the Al uptake in C-S-H. Increasing the pH values and decreasing the Ca/Si in C-S-H increased not only the Al concentrations but also in parallel the Si concentrations in solution. This comparable behavior of Al and Si towards changes in pH, pointed towards the uptake of Al within the silica chain both at low and high Ca/Si ratios. A higher Al uptake in C-S-H was observed at higher Ca/Si ratios, which indicated a stabilizing effect of Ca in the interlayer on Al uptake. The effect of equilibration time on Al uptake in C-S-H was investigated using equilibration times from 7 days up to 3 years. Lower Al concentrations were measured in the solution after longer equilibration times. In addition, a decrease in the content of secondary phases was observed by TGA indicating a higher uptake of Al in C-S-H. Little further decrease in Al concentrations was observed after 2 years and longer at low Ca/Si ratios. At high Ca/Si ratios no significant change in solution concentrations was observed after more than 3 months, while the destabilization of secondary phases continued up to 1 year, indicating that a (meta)stable equilibrium was reached faster at higher Ca/Si ratios. In addition to the C-A-S-H phase, the formation of secondary phases such as strÃ€tlingite, katoite and Al(OH)3 was observed at Al/Si â¥ 0.03, which limited the Al uptake in C-S-H. More secondary phases were observed at higher Al concentrations and/or lower pH values. At low Al/Si ratios, a more significant decrease of Al concentrations with time was observed indicating a slower equilibration than at higher Al concentrations. The Al sorption isotherms showed a linear trend between the Al in solution and Al in C-A-S-H from Al/Si of 0.001 up to 0.2. The linear trend pointed towards an Al uptake on one or several types of sorption sites, with a high sorption capacity, which would be consistent with an Al uptake in the bridging position of the silica chains suggested based on NMR studies

EPFL2021

Chargement

Placing concrete requires much more water than the cement needs for its hydration. This results in an important porosity in the hardened concrete, which accentuates the degradation of this material. By adding small amounts of polymeric admixtures, called superplasticizers, to the fresh concrete one can significantly reduce the amount of water required to obtain the suitable workability. The plasticizing effect of superplasticizers has been studied for many years, and remains today, an ongoing field of research. This research led to a better understanding of the forces that act during the deflocculation and dispersion of cement grains induced by superplasticizers. This research work was performed within the framework of the "Superplast" European project. Its main objective has been to determine which parameters (molecular structure, induced charge, adsorption mode, molar mass) influence the plasticizing effects of superplasticizers. The results of this study will allow synthesis new polymeric admixtures with better performances than those currently available. For this study, two types of superplasticizers were selected: lignosulfonates and polycarboxylates. For each one, different samples were synthesised and characterised. For each sample, adsorption, rheological and interaction forces measurements were performed by our partners while we have performed adsorption and electroacoustic measurements on model powder suspensions. Different cement model powders were investigated and a magnesium oxide was selected. The particle size distribution and reactivity were carefully characterized. The inert model system (MgO) allowed us to study adsorption mechanisms without the complexity linked to cement hydration reactions that modify surface and solution of the suspension. Particle surface charge and pH are the two main parameters that influence the polymer adsorption and the polymer conformation. Magnesium oxide which has a high isoelectric point (around at pH 12.4) allows a surface charge similar to cement suspensions at high pH. First, we have measured the adsorption isotherms of all superplasticizers on model suspensions in NaOH (0.01M). This study allowed us to evaluate the affinity of each polymer for MgO and its adsorption plateau. These measurements showed that the lignosulfonates have a higher affinity than the polycarboxylates. They also showed that lignosulfonate adsorption is mainly influenced by their molar mass and their carboxylic group content (for similar sulfonate group content) while polycarboxylate adsorption is mainly driven by the backbone length, the side chain length and the carboxylic group content. Adsorption plateaux allowed us to calculate the surface coverage ratio and to estimate the superplasticizer conformation on the surface. Adsorption isotherms were finally measured on a Portland cement. The polymer adsorption is influenced by the same parameters as on MgO. The model system MgO is representative for the polymer adsorption on cement. In a second step, different electrolytes were added to model suspensions. This practice allowed us to study separately the effect of the main ions present in cement suspensions (Na+, Ca2+, SO42-, OH-) and to mimic the ionic composition of the aqueous phase of the cement suspension. Lignosulfonate adsorption is neither influenced by the studied ions or the pH. Only an increase of ionic strength increases the adsorbed polymer mass. Polycarboxylate adsorption is influenced by calcium and sulfate ions and by the particle surface charge. Finally, superplasticizer adsorption was studied on different cements by our partners and on a fly ash and a silica fume by ourselves. Lignosulfonate adsorption isotherms on cements showed that affinity and adsorbed polymer mass increases with the C3A content and decreases with the alkalis content. The isotherms measured on industrial by-products showed that superplasticizers adsorb on fly ash, but not on silica fume.

EPFL2004

Chargement

EPFL2021

EPFL2004

EPFL2022