Cimentos Portland aditivados com arenito zeolítico com propriedades pozolânicas

O uso adequado de pozolanas possibilita a produção de cimentos especiais, de menor custo de fabricação e de maior durabilidade que os correspondentes sem adição. O emprego dessas adições minerais possibilita ganhos significativos em termos de produtividade e uma extensão da vida útil dos equipamentos de produção e da própria jazida de calcário, também ajudando na diminuição de CO2 lançado na atmosfera. As zeólitas têm sido utilizadas como material pozolânico em misturas com "terras vulcânicas" e água nas construções desde o tempo do antigo Império Romano. Nos dias atuais, existem muitas discussões envolvendo reatividade pozolânica das zeólitas naturais na incorporação dos cimentos Portland. Na Região nordeste do Brasil, zeólitas sedimentares relacionadas a arenitos da Bacia do Parnaíba foram descobertas pelo Serviço Geológico do Brasil nos anos 2000. Estes arenitos são constituídos em sua maioria de quartzo, zeólitas naturais (estilbita) e argilominerais (esmectita). Estudos preliminares constataram que este arenito pode ser empregado como material pozolânico em sistemas a base de cimento Portland, desde que o material seja peneirado para remoção do quartzo e ativado termicamente, uma vez que a estilbita é uma zeólita de baixa atividade pozolânica. O objetivo geral desse trabalho foi determinar qual proporção de arenito zeolítico ativado termicamente proporciona melhores propriedades mineralógicas e mecânicas ao cimento Portland. No programa experimental empregou-se o arenito zeolítico passante na peneira 200# e calcinado à temperatura de 500ºC. A análise química das amostras foi realizada por espectroscopia de fluorescência de raios-x e a caracterização mineralógica por difração de raios-x e análise termogravimétrica e termodiferencial. O comportamento da hidratação dos cimentos foi avaliado através de calorimetria de condução, difratometria de raio-X e análises termodiferencial e termogravimétricas. Para avaliação da atividade pozolânica foi adotado um ensaio mecânico de resistência à compressão em argamassas cimento Portland (CP I -S) e areia, com percentuais de substituição de cimento por arenito de 10, 20 e 30%. Os resultados mostraram que o arenito zeolítico calcinado com a percentual de substituição de 10% proporcionou às argamassas melhor resultado tem termos de resistência à compressão simples, contudo estudos mais aprofundados de durabilidade e a idades mais avançadas podem indicar que teores mais elevados do arenito zeolítico podem também ser apropriados para a produção de concretos, principalmente em obras de infraestrutura como barragens, canais, entre outras.

Avaliação de propriedades físicas, químicas e biológicas de cimentos Portland associados a radiopacificadores micro e nanoparticulados

Pós-graduação em Odontologia - FOAR

Non-destructive thermal wave method applied to study thermal properties of fast setting time endodontic cement

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Efeito do acréscimo de nano-hidroxiapatita nas propriedades físico-químicas, mecânicas e antibiofilnme do cimento portland com óxido de zircônio

Pós-graduação em Odontologia - FOAR

Effect of colloidal silica on the mechanical properties of fiber-cement reinforced with cellulosic fibers

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Potential of bamboo organosolv pulp as a reinforcing element in fiber-cement materials

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Propriedades físico-químicas e mecânicas, potencial bioativo e caracterização da interface dentina-cimento de cimentos endodônticos experimentais à base de cimento Portland associados à radiopacificadores micro e nanoparticulados

Pós-graduação em Odontologia - FOAR

Concreto autoadensável utilizando cinza de casca de arroz: estudo das propriedades mecânicas

Pós-graduação em Engenharia Civil - FEIS

Utilização da cinza de folha de cana-de-açúcar como material pozolânico em matrizes cimentantes

Pós-graduação em Engenharia Civil - FEIS

Avaliação da capacidade de vedamento e pH do tampão apical com cimento Portland branco acrescido de radiopacificadores convencionais

The Portland cement has shown similar biological properties to calcium hydroxide, but its radiopacity is lower. Therefore, the addition of materials that minimize this deficiency should be considered. OBJECTIVE: To evaluate the apical sealing ability and pH of a white Portland cement added of several radiopacifying agents. MATERIAL AND METHODS: Forty bovine roots with incomplete apices were selected, and the foraminal openings were standardized to PM 720G bur. After the external root sealing, an apical intracanal barrier 10.0 mm thick was executed with the white Portland cement powder, pure or added of a radiopacifying agent (iodoform, zinc oxide or bismuth subnitrate), and distilled water (0.37 mL). The apical roots were immersed 24h in water in humid atmosphere, and after that they were immersed 24h in 2% Rhodamine B, under vacuum. In sequence, the roots were longitudinally sectioned, the root fragments were photographed, the images were digitalized and the apical infiltration was measured by the Image Tool program. The pH solutions were also evaluated, in 24h and 48h and 7 and 30 days. Data were submitted to Anova test. RESULTS: The zinc oxide solution has the lowest apical infiltration in relation to the other groups (p < 0.05). The pH behavior varied during the analysis, and in the period of 24h all groups showed the highest values (p < 0.05). CONCLUSION: The type of radiopacifying agent used interferes in the sealing ability of the apical barrier, and zinc oxide showed to be the most beneficial one. The pH varies according to the period of analysis, and the highest values were obtained in the first 24h (p < 0.05).

Análise físico-química do MTA e do cimento Portland associado a quatro diferentes radiopacificadores

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Supercritical carbonation treatment on extruded fibre-cement reinforced with vegetable fibres

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Biocompatibility of New Calcium Aluminate Cement (Endo Binder)

Introduction: The purpose of this study was to evaluate the biocompatibility of calcium aluminate cement (EndoBinder) in subcutaneous tissue of rats. Methods: Fifteen rats, weighing 300 g, were separated into 3 groups (n = 5) in accordance with the time of death (7, 21, 42 days). Two incisions were made in the dorsal subcutaneous tissue of each rat in which were implanted 2 polyethylene tubes filled with the test materials, Endo Binder (EB) and Grey MTA (GMTA). The external tube walls were considered the negative control group (CG). After 7, 21, and 42 days, animals were killed, obtaining 5 samples per group, at each time interval of analysis. Results: From the morphologic and morphometric analyses by using a score of (0-3) (50, 100, and 400x), results showed absence of inflammatory reaction (0) for EB after 42 days. However, for GMTA, a slight inflammatory reaction (1) was observed after 42 days, which means the persistence of a chronic inflammatory process. When compared with CG, tissue reaction ranging from discrete (1-7 days) to absent (0-42 days) was observed. Conclusions: EndoBinder presented satisfactory tissue reaction; it was biocompatible when tested in subcutaneous tissue of rats. (J Endod 2012;38:367-371)

Efeito da calcinação do resíduo de bauxita nas características reológicas e no estado endurecido de suspensões com cimento Portland

Este estudo ilustra o impacto da calcinação de resíduo de bauxita (RB) nas propriedades de suspensões formuladas com cimento Portland, tanto no estado fresco como no endurecido. As suspensões foram avaliadas contendo uma razão constante de água-cimento e teor de resíduo variando de 5% a 20% em peso e em substituição ao cimento. As propriedades reológicas e a resistência mecânica foram alteradas em função do aumento do teor de RB, mas a calcinação não teve influência no resultado final obtido, seja no estado fresco ou no endurecido. Assim, pode-se afirmar que a utilização de resíduo de bauxita, natural ou calcinada, em formulações com cimento Portland pode reduzir o consumo de cimento, sendo uma alternativa para a utilização de uma grande quantidade deste tipo de resíduo.

Experimental Characterization and Quantification of Cement-Bentonite Interaction using Core Infiltration Techniques Coupled with X-ray Tomography

Deep geological storage of radioactive waste foresees cementitious materials as reinforcement of tunnels and as backfill. Bentonite is proposed to enclose spent fuel canisters and as drift seals. Sand/bentonite (s/b) is foreseen as backfill material of access galleries or as drift seals. The emplacement of cementitious material next to clay material generates an enormous chemical gradient in pore-water composition that drives diffusive solute transport. Laboratory studies and reactive transport modeling predicted significant mineral alteration at and near interfaces, mainly resulting in a decrease of porosity in bentonite. The goal of this thesis was to characterize and quantify the cement/bentonite interactions both spatially and temporally in laboratory experiments. A newly developed mobile X-ray transparent core infiltration device was used to perform X-ray computed tomography (CT) scans without interruption of running experiments. CT scans allowed tracking the evolution of the reaction plume and changes in core volume/diameter/density during the experiments. In total 4 core infiltration experiments were carried out for this study with the compacted and saturated cores consisting of MX-80 bentonite and sand/MX-80 bentonite mixture (s/b; 65/35%). Two different high-pH cementitious pore-fluids were infiltrated: a young (early) ordinary Portland cement pore-fluid (APWOPC; K+–Na+–OH-; pH 13.4; ionic strength 0.28 mol/kg) and a young ‘low-pH’ ESDRED shotcrete pore-fluid (APWESDRED; Ca2+–Na+–K+–formate; pH 11.4; ionic strength 0.11 mol/kg). The experiments lasted between 1 and 2 years. In both bentonite experiments, the hydraulic conductivity was strongly reduced after switching to high-pH fluids, changing eventually from an advective to a diffusion-dominated transport regime. The reduction was mainly induced by mineral precipitation and possibly partly also by high ionic strength pore-fluids. Both bentonite cores showed a volume reduction and a resulting transient flow in which pore-water was squeezed out during high-pH infiltration. The outflow chemistry was characterized by a high ionic strength, while chloride in the initial pore water got replaced as main anionic charge carrier by sulfate, originating from gypsum dissolution. The chemistry of the high-pH fluids got strongly buffered by the bentonite, consuming hydroxide and in case of APWESDRED also formate. Hydroxide got consumed by mineral reactions (saponite and possibly talc and brucite precipitation), while formate being affected by bacterial degradation. Post-mortem analysis showed reaction zones near the inlet of the bentonite core, characterized by calcium and magnesium enrichment, consisting predominately of calcite and saponite, respectively. Silica got enriched in the outflow, indicating dissolution of silicate-minerals, identified as preferentially cristobalite. In s/b, infiltration of APWOPC reduced the hydraulic conductivity strongly, while APWESDRED infiltration had no effect. The reduction was mainly induced by mineral precipitation and probably partly also by high ionic strength pore-fluids. Not clear is why the observed mineral precipitates in the APWESDRED experiment had no effect on the fluid flow. Both s/b cores showed a volume expansion along with decreasing ionic strengths of the outflow, due to mineral reactions or in case of APWESDRED infiltration also mediated by microbiological activity, consuming hydroxide and formate, respectively. The chemistry of the high-pH fluids got strongly buffered by the s/b. In the case of APWESDRED infiltration, formate reached the outflow only for a short time, followed by enrichment in acetate, indicating most likely biological activity. This was in agreement to post-mortem analysis of the core, observing black spots on the inflow surface, while the sample had a rotten-egg smell indicative of some sulfate reduction. Post-mortem analysis showed further in both cores a Ca-enrichment in the first 10 mm of the core due to calcite precipitation. Mg-enrichment was only observed in the APWOPC experiment, originating from newly formed saponite. Silica got enriched in the outflow of both experiments, indicating dissolution of silicate-minerals, identified in the OPC experiment as cristobalite. The experiments attested an effective buffering capacity for bentonite and s/b, a progressing coupled hydraulic-chemical sealing process and also the preservation of the physical integrity of the interface region in this setup with a total pressure boundary condition on the core sample. No complete pore-clogging was observed but the hydraulic conductivity got rather strongly reduced in 3 experiments, explained by clogging of the intergranular porosity (macroporosity). Such a drop in hydraulic conductivity may impact the saturation time of the buffer in a nuclear waste repository, although the processes and geometry will be more complex in repository situation.