985 resultados para CIMENTOS DENT


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A reciclagem de resíduos apresenta-se como uma alternativa adequada com relação à preservação dos recursos naturais e do meio ambiente. As escórias de aciaria são resíduos siderúrgicos originados na fabricação do aço, e são geradas em grandes quantidades. Estes resíduos são estocados nos pátios siderúrgicos, onde permanecem, na sua maioria, sem qualquer destino. Normalmente, as escórias de aciaria são volumetricamente instáveis, apresentando características expansivas, e por esta razão, a aplicação das mesmas em materiais de construção torna-se restrita. Esta pesquisa tem como objetivo estudar a viabilidade técnica do uso das escórias de aciaria LD como adição em cimentos, propondo um método de estabilização por meio de granulação por resfriamento brusco destas escórias, buscando, desta forma, a eliminação do fenômeno da expansão, e visando a melhoria das características destes resíduos. No processo de estabilização, a escória líquida foi granulada em uma usina siderúrgica. Estudos complementares de granulação foram realizados nos laboratórios da UFRGS, empregando-se escórias refundidas. A granulação por resfriamento brusco favoreceu a redução do CaOlivre, a eliminação do MgO na forma de periclásio, e a eliminação do bC2S das escórias, considerados agentes causadores da expansão. No entanto, a elevada basicidade da escória LD dificulta a formação da estrutura vítrea e a separação da fração metálica após o resfriamento brusco. Foram realizados ensaios de expansão das escórias, atividade pozolânica, e resistência mecânica de argamassas com escórias granuladas. O resfriamento brusco proporcionou a eliminação da expansão e o desenvolvimento das propriedades pozolânicas/cimentícias da escória granulada. Como adição em cimentos, do ponto de vista da resistência mecânica, as argamassas compostas com escórias granuladas e clínquer apresentaram níveis de resistência à compressão axial compatíveis com as especificações referentes ao cimento Portland composto, apesar destes resultados serem inferiores aos obtidos para as argamassas de referência.

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A presente pesquisa avaliou a infiltração apical longitudinal nos canais radiculares preparados quimicamente com ou sem EDTA a 17% e obturados com dois tipos de cimentos obturadores à base de resina epóxica (AH Plus e Sealer 26); bem como avaliou a infiltração transversal em diferentes terços da raiz. Foram selecionados 80 caninos humanos permanentes, superiores e inferiores, em que foram realizados os preparos químicos-mecânicos; sendo as amostras divididas, aleatoriamente, em quatro grupos de 20 dentes. No grupo 1, os dentes foram irrigados com NaClO a 1% e obturados com cones de guta-percha e cimento Sealer 26; no grupo 2, os dentes foram irrigados com NaClO a 1% seguido de irrigação com EDTA a 17%; no grupo 3, os dentes foram irrigados com NaClO a 1% e obturados com cones de guta-percha e cimento AH Plus; no grupo 4, os dentes foram irrigados com NaClO a 1% seguido de irrigação com EDTA a 17% e obturados com cones de guta-percha e cimento AH Plus. As amostras foram fixadas em uma lâmina de cera, colocadas num recipiente raso contendo nanquim, durante 14 dias. Após, as amostras sofreram o processo de diafanização permitindo a visualização de forma tridimensional da estrutura dentária. Logo a seguir, foi utilizado microscópio estereoscópico para medir a infiltração longitudinal apical com auxílio de uma tela milimetrada. Com relação à infiltração transversal, após a diafanização e a medição da infiltração longitudinal apical, as amostras foram seccionadas com gilete, em três fatias, nos três terços (cervical, médio e apical). Cada fatia de dente foi colocada no microscópio estereoscópio e, em cima dessa fatia, colocada a tela milimetrada. Observaram-se, nos cortes transversais, a área total da amostra e a área infiltrada pelo corante e estabeleceu-se a porcentagem de infiltração em cada terço da raiz. Partiu-se para a análise dos resultados através dos testes estatísticos ANOVA e do teste Qui-Quadrado. Concluiu-se que não houve diferenças estatisticamente significativas entre os cimentos e ou entre os grupos estudados quanto à infiltração longitudinal apical e transversal. Ambos os cimentos apresentaram um bom selamento longitudinal apical e transversal, e o EDTA não influenciou esses resultados.

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Steam injection is the most used thermal recovery method of oil nowadays because of the high degree of development of the technique that allows high recovery factors. However, injection of superheated steam into the reservoir affects the entire structure of the well, including the cemented layer that presents a retrogression of compressive strength and increases the permeability due to formation of more crystalline and denser phases at temperatures above 110 °C. These changes result in failures in the cement that favor the entrance of formation fluids into the annulus space resulting in unsafe operations and restrictions in the economic life of the well. But the strength retrogression can be prevented by partial replacement of cement by silica-based materials that reduce the CaO/SiO2 ratio of cement slurries changing the trajectory of the reactions, converting those deleterious phases in phases with satisfactory mechanical strength and permeability. The aim of this study was to evaluate the behavior of a ceramic waste material rich in silica in partial and total substitution of a mineral additive used to fight the strength retrogression of cement slurries subjected to high temperatures. The evaluation was made by compression, X-ray diffraction (XRD) and thermogravimetry (TG/DTG). The samples were submitted to a cycle of low temperature (38 °C) for 28 days and a cycle of low temperature followed by exposure to 280 ºC and 1000 psi by 3 days. The results showed that slurries with additions of up to 30% of the waste material are not enough to prevent the strength retrogression, while slurries with additions of the waste material combined with silica flour in various proportions produced hydrated products of low Ca/Si ratios that maintained the compressive strength at satisfactory levels

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The Compound Portland cements are commonly used in construction, among them stand out the CPII-Z, CPII-F and CPIV. These types of cement have limited application on oil well cementing, having its compositional characteristics focused specifically to construction, as cement for use in oil wells has greater complexity and properties covering the specific needs for each well to be coated. For operations of oil wells cementing are used Portland cements designed specifically for this purpose. The American Petroleum Institute (API) classifies cements into classes designated by letters A to J. In the petroleum industry, often it is used Class G cement, which is cement that meets all requirements needed for cement from classes A to E. According to the scenario described above, this paper aims to present a credible alternative to apply the compound cements in the oil industry due to the large availability of this cement in relation to oil well cements. The cements were micro structurally characterized by XRF, XRD and SEM tests, both in its anhydrous and hydrated state. Later technological tests were conducted to determine the limits set by the NBR 9831. Among the compound cements studied, the CPII-Z showed satisfactory properties for use in primary and secondary operations of oil wells up to 1200 meters cementing

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Geopolymers are cementing materials that depict a number of advantages compared to Portland cement. Contrary to the latter, geopolymers are synthesized at room temperature, thus significantly reducing the emission of CO2 to the atmosphere. Moreover, the composition and synthesis reactions can be tailored to adjust the setting time of the material as well as its compressive mechanical strength. It is then possible to produce geopolymeric cements with short setting times and high compressive strength, although relatively brittle. The objective of the present study was to produce and characterize composite materials by reinforcing fastsetting geopolymeric matrixes with polypropylene geosynthetics (geomats and geotextiles) in an attempt to improve the toughness and tensile strength of the cementing material. Geosynthetics have been increasingly used to reinforce engineering structures, providing higher strength and better toughness. In particular, polypropylene nonwoven and geomats depict other attractive properties such as low density, durability, impact absorption and resistance to abrasion. Fast-setting geopolymers were then synthesized and reinforced with polypropylene nonwoven and geomats. The mechanical strength of the materials, reinforced or not, was characterized. The results showed that relatively short setting times and adequate flowing behavior were achieved by adjusting the composition of the geopolymer. In addition, it is possible to improve the fracture resistance of geopolymeric cements by adding polypropylene geosynthetics. The best results were achieved by reinforcing geopolymer with polypropylene TNT

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Este trabalho avaliou o selamento marginal apical de canais radiculares obturados com os cimentos endodônticos Sealapex, Apexit, Sealer 26 e Ketac Endo. Utilizaram-se 136 raízes, cujos canais radiculares, após o preparo biomecânico, foram obturados pela técnica da condensação lateral ativa com os cimentos em estudo. Metade das amostras, imediatamente após as obturações, foram imersas na solução de azul de metileno a 2% e a outra metade após 6 meses de armazenamento em plasma sangüíneo humano. Observou-se que os cimentos Sealapex e Sealer 26 apresentaram infiltrações médias estatisticamente iguais entre si e menores que as observadas para os demais cimentos (p < 0,05). Amostras imersas no corante imediatamente após a obturação dos canais apresentaram infiltração média menor (0,829 mm) do que aquelas mantidas por 6 meses em plasma sangüíneo humano (1,275 mm). Estas diferenças foram estatisticamente significantes (p < 0,05).

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O objetivo deste trabalho foi analisar a morfologia dos cimentos Sealapex, Apexit, Sealer 26 (cimentos a base de hidróxido de cálcio) e Ketac Endo (cimento de ionômero de vidro), através da microscopia de força atômica, verificando-se as características de suas partículas após a obturação dos canais radiculares e após um período de seis meses de contato com o plasma sanguíneo humano. Utilizaram-se 16 dentes unirradiculares humanos extraídos e incluídos em blocos de resina após o preparo biomecânico. As raízes foram divididas em quatro grupos de quatro raízes cada e os canais radiculares obturados pela técnica de condensação lateral passiva com os cimentos em estudo. Verificou-se que o cimento Apexit foi o que mais sofreu desintegração após seis meses de imersão em plasma sanguíneo humano, seguido pelo Ketac Endo e Sealapex. Dentre todos os cimentos estudados, o Sealer 26 mostrou-se o mais uniforme e com a menor desintegração.

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The present work was conducted at FCAV-UNESP, Campus de Jaboticabal, in late harvest crop time of 1991. One hundred interpopulational hybrids obtained from a top-cross between Dent Composite and Flint Composite populations were evaluated. The analyzed characteristics were: Spodoptera frugiperda damages, lodging, damaged ears percentage, and productivity. Estimates of heritability, variance between progenies and genetical gain for each character of available population were determined. Estimates of the progenies variance, like those from heritability for the different analysed characters, indicate that there is an adequate genetical variance for the utilization of that material on subsequent genetic breeding programs, though allowing genetical gains, on the following selection cycles for the characteristics: grain weight, lodging and damages caused by armyworm larvae, whereas for the other characteristics the obtained results were not satisfactory.

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It was verified the penetration of phosphoric acid into 3 commercial calcium hydroxide-based cements (Life, Renew and Prisma VLC Dycal). The colorimetric method employed permitted the identidication of phosphorus amount in representative samples of 6 successive layers 0.1 mm thick of each material. The acid etching used were the commercial products Scotchbond Etching Gel--3M at 36.114% by weight and Solução Condicionadora--Johnson & Johnson at 36.054% by weight. The contact time was 60 seconds. The result showed that layers 0.1 mm tick for Life and Prisma VLC Dycal and 0.2 mm thick for Renew were able to block the penetration of phosphoric acid solution whereas layers 0.1 mm thick for the 3 cements were able to block the penetration of phosphoric acid gel.

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Objective: The aim of this study was to assess the bond strength of adhesive systems to dentin contaminated by temporary cements with or without eugenol. Method: Flat dentin surfaces were obtained from twenty-four human third molars. With exception of the control group (n=8), the surfaces were covered with Interim Restorative Material (Caulk Dentsplay, Milford, DE, USA) or Cavit (3M ESPE, St. Paul, MN, USA) and kept in an oven at 37°C for seven days. After removing the cements, the adhesive systems Adper Single Bond (3M ESPE, St. Paul, MN, USA) or Clearfil SE Bond (Kuraray Co. Ltd., Osaka, Japan) were applied in accordance with the manufacturers' recommendations, and then the crowns were constructed in of resin composite. The teeth were sectioned into specimens with a cross-sectional bond area of 0.81mm2, which were submitted to microtensile testing in a mechanical test machine at an actuator speed of 0.5mm/min. The data were analyzed by t- and ANOVA tests, complemented by Tukey tests (α=0.05). Results: For Adper Single Bond (3M ESPE, St. Paul, MN, USA), bond strength did not differ statistically (p>0.05) for all the experimental conditions. For Clearfil SE Bond (Kuraray Co. Ltd., Osaka, Japan), only the Interim Restorative Material (Caulk Dentsplay, Milford, DE, USA) Group showed significantly lower bond strength (30.1 ± 13.8 MPa) in comparison with the other groups; control (38.9 ± 13.5 MPa) and Cavit (3M ESPE, St. Paul, MN, USA) (42.1 ± 11.0 MPa), which showed no significant difference between them. Conclusion: It was concluded that the previous covering of dentin with temporary cement containing eugenol had a deleterious effect on the adhesive performance of the self-etching system only.

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Objective: To evaluate fluoride ion release from two anhydrous glass ionomer cements (GICs) and two resin-modified GICs (RMGICs) before and after recharge with 2% neutral sodium fluoride for 4 min and after surface protection of the Maxxion R GIC with an adhesive system, a cavity varnish and a colorless nail polish. Method: A stainless steel 2x6 mm matrix was used for fabricating 5 specimens of each material, which were immersed in 5 mL of deionized water, renewed every 24 h. Measurements with a potentiometer were performed on days 1, 2, 9 and 17, in the 1st and 2nd phases, and the specimens were buffered with a TISAB III solution. In the 2nd phase, the specimens were subjected to recharge and immersed again in 5 mL of deionized water. In the 3rd phase, the GIC surfaces were protected and readings were made at 5 min, 24 h, 48 h and 72 h. Tukey's post-hoc and Student's t tests were used for statistical analyses (p<0.05). Results: There was statistically significant difference in the comparison between the 1st and 2nd phases for all materials, except at day 2 for Vidrion R and VitroFil LC. In the 3rd phase, it was observed that for all materials, comparison of the first 5 min with the other times revealed statistically significant differences among the means of fluoride ion release. In the comparison with the other times, both the varnish and the colorless nail polish presented statistically significant difference between 24 and 48 h as well as between 24 and 72 h. Conclusion: The anhydrous GICs were more effective in fluoride ion release and recharge compared with the RMGICs. Maxxion R presented a homogeneous and statistically significant behavior in both phases. All materials for surface protection were efficient and the colorless nail polish had the best behavior.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)