492 resultados para talhões de eucalipto


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Pós-graduação em Agronomia - FEIS

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Pós-graduação em Agronomia - FEIS

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

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

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

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Pós-graduação em Agronomia (Genética e Melhoramento de Plantas) - FCAV

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Pós-graduação em Microbiologia Agropecuária - FCAV

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O Estado de São Paulo apresenta poucos remanescentes de vegetação nativa, ameaçados pela expansão urbana e agricultura. Com a grande expansão das atividades silviculturais no país, estudos sobre as contribuições e impactos das florestas plantadas são de grande importância na análise da sucessão secundária e conservação de ambientes naturais. O trabalho teve como objetivo a análise da composição florística e estrutura fitossiológica do estrato arbustivoarbóreo de uma comunidade vegetal regenerante na face norte dos talhões 91G, 91H e 91I, na Floresta Estadual “Edmundo Navarro de Andrade” (FEENA), em Rio Claro, SP, em uma área anteriormente ocupada por Eucalyptus sp, sendo as espécies classificadas quanto as classes sucessionais e síndromes de dispersão. A área correspondente aos talhões 91G, 91H e 91I está incluída no Plano de Manejo como Zona de Recuperação, para posterior inclusão no zoneamento como área permanente. Foram alocadas 28 parcelas com dimensões de 20x10 metros cada, totalizando 0,56 ha amostrados. Os resultados indicaram a presença de 79 espécies pertencentes a 34 famílias, sendo as famílias Fabaceae, Asteraceae, Euphorbiaceae e Myrtaceae as mais representativas em número de espécies. Houve grande abundância e dominância de Virola sebifera e Siparuna guianensis, amplamente distribuídas na área. A maior parte das espécies amostradas é pioneira ou secundária inicial, sendo a grande maioria zoocórica, o que sugere presença de fauna. Foram encontradas muitas espécies generalistas, algumas típicas de floresta e cerrado, portanto, a área assemelha-se a um ecótono de cerrado e floresta estacional semidecidual, com maior abundância e biomassa de espécies generalistas e típicas de cerrado. Dessa forma, a riqueza encontrada foi considerada alta em comparação com outros estudos realizados na FEENA, sendo indicada... (Resumo completo, clicar acesso eletrônico abaixo)

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The connections in the wood structures are the places with high concentrations of stresses and therefore are more fragile than the rest of the structure. The connections between pieces of wood can be made by metal pins (nails or screws). The compression and embedment strength has significant influence on the calculation of the connections. The main aim of this work was to evaluate the compression and embedment strength in the directions parallel, inclined at 45° and normal to the grain, using standard specimens according to ABNT NBR 7190/1997 standard. The compression and embedment strength were initially evaluated according to ABNT NBR 7190/1997, which admits the deformation of 2‰ as limit of embedment and the ratio between the ultimate strength and the area of application of load in the specimen for the compressive strength. Afterward, the embedment strength was evaluated by the EUROCEDE 5 /1995 European standard, which use the limit of 5 mm of the displacement for the embedment. Specimens of Pinus oocarpa, Cumaru and Pinus taeda were used in tests to calibration of equipment and specimens of Pinus taeda and Eucalipto citriodora were used to compare the results of strength. The results of strength were evaluated based on statistical analysis. The results of compressive strength for the Pinus taeda showed no significant differences in embedment strength in the directions parallel and normal to the grain. For the Eucalipto citriodora only in the direction parallel to grain the compression strength was not significant compared with the embedment strength. For both species, only the parallel compression strength and inclined at 45o to the grain, which were to the grain, which were admitted the strain of 2‰ were not significantly different compared with the compression strength determined according to ABNT NBR 7190/1997. The normal compression strength obtained according to ABNT NBR 7190/1997 and ultimate compression strength not ...

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This work was developed to evalute the physical and mechanical properties of a panel of three particle layers from the test specification of NBR 14810-3 (2006), using wood of Eucalyptus sp. and Eucalyptus saligna and Eucalyptus urograndis bark. The mechanical properties were evaluated to obtain the bending modulus of rupture (MOR) and modulus of elasticity (MOE) and Internal bond. The physical properties were obtained thickness sweeling, water absorption, moisture content and board density. Were evaluated four different compositions of panels containing 5, 10, 15 and 20% in the inner layer of bark. The results were compared with the Brazilian standard NBR 14810-2 (2006) and also with studies in the literature. The panels produced were adequate to all the optimal values suggested by the standard only in the composition with 5% skin in the inner layer. The other treatments showed satisfactory results in all tests except for moisture content

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In contrast to what happened in the past where it was possible to select which species had a lower degree of variation, it is now necessary to use fast-growing species with efficient processing. For that we use the wood of Eucalyptus sp and studies related to the machining processes and their parameters such as wear of cutting tools and roughness. The present work aims to analyze the influence of geometry of cutting tools of high speed steel and the influence of the diameter of the final pieces in the process of turning wood of Eucalyptus sp in relation to power consumption, roughness, temperature machining, chip formed and wear of cutting tools. It was observed that the smaller the diameter of the end parts and greater wear of the tools, the worse quality of the machined surfaces and the greater the power consumed in the process of machining

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This work is the production of particleboard of particles reconstituted from MDP (Medium Density Particleboard) adding particles in the inner layer of Mimosa Scarelli, popularly known as bracatinga, the ratios of 0%, 25%, 50%, 75% and 100%. The panel produced is composed of three layers, two external particles with smaller particle size and an inner layer composed of particles of larger particle sizes. Assays were performed based on physical and mechanical NBR 14.810/2006 for the determination of the board density, thickness swelling, water absorption, moisture content, bending strength, shear strength and residual moisture, and testing of particle size not existing in the standard cited. The results were analyzed and compared the results of the commercial boards made from 100% eucalyptus, based on the limits specified by the ABNT NBR 14.810/2006. The values of the tests were close to the normative specifications indicating positively the production of MDP with wood decay.