Navegando por Assunto "Cimento portland"

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Acesso aberto (Open Access)
Emprego de resíduo de silício metálico na produção de cimento portland composto
(Universidade Federal do Pará, 2017-12-19) CUNHA, Rodrigo Rodrigues da; MACEDO, Alcebíades Negrão; http://lattes.cnpq.br/8313864897400179
The reuse of industrial waste and alternative raw materials in construction is fundamental to sustainable development with reduced consumption of natural resources and CO2 emissions. In this line, the present study contemplates the use of a powdered waste, originating from the production of metallic silicon, which is designated as pre-separator residue. In this way, the objective of this research is to produce and evaluate properties of Portland cement composite CP II-E with the addition, during its manufacture, of metallic silicon industrial residue after calcination. For this purpose, the residue was used in partial replacement to blast furnace slag, in mass contents of 30%, 50% and 70%, in addition to the reference situation, in which no silicon residue was added to the cement (0%). Cement properties, produced with residues, were evaluated for their chemical composition, mineralogical, physical parameters (fineness, picking times, fire loss and insoluble residue), compressive strength, water absorption, absorption by capillarity, microscopic techniques and analytical techniques (DR-X, chemical composition and thermal analyzes of TG / DTG). As results, there were no significant differences in the physical parameters of the cements produced. Cement mortars produced with higher residue contents (70% and 50%) had the highest values of compressive strength and lower values of capillary water absorption, voids index and water absorption by capillarity than mortars produced with standard cement ( without siliceous residue). The same was not observed for cement mortars with 30% silicon residue. Analytical techniques of scanning electron microscopy images indicated a more closed porosity for cement mortars in the contents of 70% and 50% of cement with residue. Thus, as a conclusion, the utilization of the residue studied as partial replacement material of granulated slag in composite cement type "E" is technically and environmentally feasible.
Acesso aberto (Open Access)
Fibra de curauá como reforço em matriz cimentícia para fabricação de telhas e placas de fibrocimento
(Universidade Federal do Pará, 2015-11-03) SALES, Cintia Gama; PICANÇO, Marcelo de Souza; http://lattes.cnpq.br/4535052395600357
Natural fibers such as reinforcing fragile matrices based on cementitious materials, have attracted great interest in developing countries, because of its low cost, availability, energy saving. The use of composites in plates, roof tiles and prefabricated components, can make a significant contribution to the rapid growth of infrastructure in developing countries. Among the natural fibers, curauá fiber, Ananas erectifolius, has gained prominence because of its high tensile strength. The main objective of this work is the use of curauá fiber as reinforcement matrix with Portland cement, for use in structural elements such as slabs and tiles. For this study, testing and compression modulus of elasticity in mixtures with a volume fraction of 1% and 2.5% and fiber length of 1 cm and 2 cm, and full mortar without fibers were performed. The mixture showed the best results in terms of workability, was the volumetric fraction of 1% and 1 cm fiber length, was chosen for the manufacture of cement tiles and plates. For the evaluation of composites was conducted tensile strength test in bending the plates and tiles with curauá fibers and no fibers, for comparison. The results confirmed the influence of the fibers on the composite deformation capacity increasing by 46% the tensile strength in plate bending with curauá fiber relative to the plate without fiber, and increased tile breaking load of 49% with respect to tile without fiber.
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).
Acesso aberto (Open Access)
Substituição parcial do cimento portland por cinzas de Bambu (Bambusa Vulgaris)
(Universidade Federal do Pará, 2018-06-28) MENDONÇA, Marcelly de Figueiredo; MACEDO, Alcebíades Negrão; http://lattes.cnpq.br/8313864897400179
The partial replacement of Portland cement for industrial waste or materials of natural origin with renewable source is a way that has already been used to minimize the environmental impacts generated during its manufacture, such as CO2 emission, high energy expenditure and exploitation of the limestone deposits. The partial replacement of this binder can further improve certain properties of concrete and mortars and reduce the cost of their production. In this context, bamboo appears as a material with potential to use its ashes in partial replacement to the Portland cement, because it’s a natural material with renewable source and fast growth. Therefore, the objective of this paper is to evaluate the use of bamboo stem ashes (Bambusa Vulgaris) as partial replacement of Portland cement. For that, bamboo stem ashes were produced at three calcination temperatures: 500°C, 600°C and 700°C. The ashes produced at 600ºC obtained a performance index with Portland cement at 28 days higher than that established by NBR 12653 (ABNT, 2014). It was evaluated the hydration of the Portland cement partially substituted by this ash, in proportions of 0, 6, 10 and 14% and it was verified the decrease of the concentration of calcium hydroxide, being more expressive with the incorporation of 10% of ashes. Mortars with the same replacement proportions were evaluated in the fresh and hardened state. The consistency in the fresh state remained constant, while the compressive strength, in the hardened state, increased between 10 and 15% with the addition of the ashes. Therefore, it was concluded that the partial replacement of the Portland cement by bamboo stem ashes calcined at 600ºC presented benefits to the studied samples, characteristic of pozzolanic materials.