Navegando por Assunto "Pozolana"

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Acesso aberto (Open Access)
Aproveitamento dos resíduos cauliníticos das indústrias de beneficiamento de caulim da região amazônica como matéria-prima para fabricação de um material de construção (pozolanas)
(Universidade Federal do Pará, 2007-12-18) BARATA, Márcio Santos; ANGÉLICA, Rômulo Simões; http://lattes.cnpq.br/7501959623721607; https://orcid.org/0000-0002-3026-5523
The Capim and Jarí regions are the most important kaolin district in the Amazon region, with the largest Brazilian reserves of high whiteness kaolin for paper coating products. Kaolin is obtained from three companies (IRCC, PPSA and CADAM) which produce annually around 1,000 M ton kaolinite-rich wastes derived mainly from the centrifugation phase of the process. The sludge is disposed on artificial sedimentary lakes covering large areas. Another type of kaolin waste is related to a non-processed iron-rich hard or flint kaolin, that overlays the so-called soft kaolin horizon (the main ore). These wastes exhibit appropriate characteristics for the production of high-reactivity metakaolin because they are extremely fine and composed of mainly by kaolinite. The main purpose of this work is to evaluate the feasibility of using these wastes as raw materials to produce mineral admixtures for OPC concretes. The wastes were firstly characterized for x-rays diffraction, thermal analysis, infrared spectroscopy, x-rays fluorescence and SEM. Three heating temperatures were evaluated: 750ºC, 850ºC and 900ºC, followed by pozzolanic activity tests based on traditional mechanical assays using Portland cement and hydrated lime mortars, and “Chapelle” test. The results showed that the more reactive pozzolans are those produced at temperatures that gave rise to higher LOI. The optimum burning temperature to produce metakaolinite from the hard kaolin was obtained at 750ºC while those from the Rio Jari and Rio Capim wastes were at 850ºC and 900ºC. The main reason is related to differences in the amounts of defects from three different wastes. The flint kaolin and Rio Jari waste are mainly composed by a “high-defect” kaolinite while the kaolinite from Rio Capim waste is a “lowdefect” kaolinite. In concrete test using different pozzolans those with metakaolin from wastes improved the mechanical and durability properties in comparasion to silica fume, a industrially manufactured metakaolin and reference concretes.
Acesso aberto (Open Access)
Caracterização da cinza de caroço de açaí residual para adição ao concreto
(Universidade Federal do Pará, 2019-05) CORDEIRO, Luciana de Nazaré Pinheiro; PAES, Isaura Nazaré Lobato; SOUZA, Paulo Sérgio Lima; AZEVEDO, Caroline Menezes
Environmental problems are a reality in today's world and are associated with urban and population growth, with little or no planning. The construction industry is one of the largest consumers of natural resources and generator of solid waste. Thus, it is interesting to think of a way to incorporate materials that are now considered waste, to the constructive process and reduce the consumption of natural materials. In this section, we have the ashes of açaí stone, residue of ceramic kilns, that today do not present an adequate destination. Thus, this research has the main objective to characterize residual ash of açaí (CCAR), in order to make possible its reuse as an input of the civil construction. In order to achieve this objective, a milling study was carried out in order to determine the optimum material processing time, characterization from the chemical, physical and mineralogical point of view, and the pozzolanic potential analysis to evaluate the residual ash reactivity. The results show that ash has physical characteristics that allow it to be used as an addition to concrete. There was a decrease in the axial compressive strength and an increase in the water absorption of concrete with additions, in relation to the reference concrete. In spite of these effects, a certain densification of the cementitious matrix was observed, probably due to the variation of the particle size that may provide greater compactness with optimization of grain packing.
Acesso aberto (Open Access)
Estudo de aproveitamento do resíduo do beneficiamento de caulim como matéria prima na produção de pozolanas para cimentos compostos e pozolânicos
(Universidade Federal do Pará, 2004-01-16) LIMA, Jefferson Maia; CARNEIRO, Arnaldo Manoel Pereira; http://lattes.cnpq.br/9191655335324358
The use of residue in civil construction can to become a activity of extreme important and more frequent, mainly due to amount available with potential of recycling, possible reduction of environments impacts. The kaolin industries produces two type of residue. The residue contain clay mineral kaulinite show potentially of is to employ by pozzolanas at the construction civil industry. This research evaluates the technical viability to production of pozzolanas from mixtures in various percentagens of kaulinitic residue with limestone, wanting increase the reactivity. The contents of replacement of cement for pozzolanas is of 10%, 20%, 30%, 40%, 50% e 60% was studied. The cement employed was CP I S 32 and the pozolanas was made in the laboratory. The following tests in the experiment cements were carried out: specific gravity, specific surface area, water of normal consistency, setting time and compressive strength. Also, were carried out mineralogical tests in the pozolanas. The incorporation of pozzolanas allowed to mortar obtain compressive strengths more than it reference even though in high contents. Due to the pozzolanas show a considerable hydraulic characteristic this it occurred. It waits of residue burned becomes a higher pozzolana to employ at the civil construction, mainly along with cement, mortars and concretes in the substitution of burning clays from natural deposits despite necessity of adding tests for confirmation and complementation of effects was observed.
Acesso aberto (Open Access)
Propriedades mecânicas e durabilidade do concreto branco com adições pozolânicas
(Universidade Federal do Pará, 2014-03-26) FERREIRA, Taiza Naiana da Silva; PAES, Isaura Nazaré Lobato; http://lattes.cnpq.br/3432832117667434
The present work aims at investigating the behavior of White Portland cement concrete with addition of metakaolin and silica fume, evaluating the mechanical behavior, the behavior regarding water absorption and porosity level and durability in concrete with this binder. For this purpose, assays were performed in plastic state (consistency and density) and hardened (compressive strength, diametral tensile strength by, modulus of elasticity, water absorption, carbonation and penetration of chloride). Reviews of its compressive strength and tensile strength at the ages of 7 and 28 days by IPT/EPUSP method that uses traces 1:5, 1:3.5 and 1:6,5 were performed. The modulus of elasticity at 28 days. Besides these permeability was evaluated by absorption test; through accelerated durability testing of chlorides and carbonation, porosity was verified by carrying out the scanning electron microscopy. In general, it was found that even the resistance of concrete with the lowest aggregate/binder (poor trait), the proportion is above the more usual resistance in the metropolitan region of Belém which is around 25-30 MPa, whereas white cement used is structural, so it is justified to reach these values even with poor trait. With regard to permeability, the results demonstrated that as resistance, this is dependent on the type of cement used and the additions used. The highest permeability values were obtained in specific reference (without addition). To study the porosity was seen that concrete reference presents more compact and less noticeable pores, especially those with higher aggregate/binder ratios. Already in the micrographs of CMT concrete and CSA, you can see a smaller amount of pores in the region occupied by folder Finally, a comparison was made of the mechanical properties, water absorption capacity and porosity of white Portland cement (CPB).