8 resultados para Inclinômetro


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Pós-graduação em Agronomia (Energia na Agricultura) - FCA

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The tractors are the main potency source, for the traction of tillage equipments and their use are increasing more and more in Brazilian agriculture. In spite of the great technological progress the increase of the number of agricultural tractors brought positive aspects and some negative, among these last ones it stands out the appearance of a new source of work accidents, which importance is given by the physical damages caused to the operator. Therefore the objective of this work was to project and develop an inclinometer, which indicates the inclination of the land, as safety sensor for agricultural tractors to avoid lateral hollovers, through a resonant sign, for the operator and the machine preservation. The built and evaluated inclinometer showed to be efficient for inclination indication of different areas during field operations with agricultural tractors, small angle oscillation and enough answer time to help operators to take decisions in imminence situation of lateral machine hollovers.

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[ES]El objetivo de este proyecto es el desarrollo de un sistema de adquisición y tratamiento de señales analógicas para la medida experimental de la posición y aceleración. Por un lado, la adquisición de señales se llevará a cabo mediante una placa electrónica programable llamada “Arduino”. Por otro lado, haciendo uso de la plataforma LabVIEW, se creará un programa para analizar dichas señales. Se medirán señales analógicas provenientes de diferentes sensores (inclinómetros y acelerómetros).

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Introdução: O Sustained Natural Apophyseal Glide tem sido sugerido como uma técnica com potenciais benefícios na redução da dor e no aumento da amplitude de flexão lombar em indivíduos com dor lombar. Contudo, não existe evidência sobre esta técnica na atividade muscular dos eretores espinhais. Objetivo: Avaliar os efeitos imediatos de um Sustained Natural Apophyseal Glide na atividade muscular dos eretores espinhais, na intensidade da dor e na amplitude real de flexão lombar, em indivíduos com dor lombar crónica não específica. Métodos: Estudo experimental com uma amostra de 20 estudantes universitários, com dor lombar crónica não específica e com dor à flexão da coluna lombar, que foram aleatoriamente distribuídos em dois grupos: experimental - Sustained Natural Apophyseal Glide e placebo – intervenção placebo. Foram avaliadas a atividade muscular dos eretores espinhais recorrendo à eletromiografia de superfície (bioPLUX research®), a intensidade da dor através da Escala Visual Analógica e a amplitude real de flexão lombar pelo método de duplo inclinómetro (Universal Inclinometer®), antes e após a intervenção, pela análise do movimento de flexão-extensão do tronco. O nível de significância foi de 0,05. Resultados: Foram encontradas diferenças significativas, em ambos os grupos, para a fase de relaxamento (Grupo experimental: p=0,013 e Grupo placebo: p=0,047), assim como para a fase de extensão, no grupo experimental (p=0,037), verificando-se uma diminuição da atividade muscular da baseline para a avaliação final. A Análise da Covariância revelou que, relativamente à intensidade da dor, verificaram-se diferenças significativas entre os dois grupos (p=0,002), sendo que o grupo experimental diminuiu mais 2cm na Escala Visual Analógica do que o grupo placebo. Pela análise da amplitude real de flexão lombar, embora o aumento não fosse significativamente diferente entre os grupos (p=0,086), o grupo experimental teve mais 1,7º de aumento do que o grupo placebo. Conclusão: Os resultados sugerem que, a curto prazo, o Sustained Natural Apophyseal Glide parece produzir um efeito significativo na diminuição da atividade muscular dos eretores espinhais, durante o movimento dinâmico de extensão do tronco, assim como no alívio da dor. Embora não se tenham observado alterações significativas no aumento da amplitude articular, os resultados no grupo experimental foram superiores à diferença mínima detetável, sugerindo um efeito positivo da técnica aplicada.

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[ES]El objetivo del presente proyecto es la programación, mediante la herramienta Labview, de un software para la lectura y almacenamiento de los datos recogidos por un inclinómetro analógico de la marca STW Technic. Una vez el programa esté listo, se procederá a realizar una serie de pruebas mediante vibraciones a distintas frecuencias y con distinta amplitud de ángulo para determinar los límites de medida del sensor.

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It is presented the analysis of a retaining wall designed for the basement of a residential building, located in Natal/RN, which consists in a spaced pile wall, anchored by tiebacks, in sand. This structure was instrumented in order to measure the wall s horizontal movements and the load distribution throughout the anchor fixed length. The horizontal movements were measured with an inclinometer, and the loads in the anchors were measured with strain gages, installed in three places throughout the anchor fixed length. Measurements for displacement were done right after the implementation of each stage of the building and right after the conclusion of the building, and the measurements for loads in the anchors were done during the performance test, at the moment of the locking off and, also, right after the conclusion of the building. From the data of displacement were obtained velocity and acceleration data of wall. It was found that the time elapsed on braced installation was decisive in the magnitude of the displacements. The maximum horizontal displacement of wall ranged between 0,18 and 0,66% of the final depth of excavation. The loads in the anchors strongly reduced to approximately half the anchor fixed length, followed an exponential distribution. Furthermore, it was found that there was a loss of load in the anchors over time, reaching 50% loss in one of them

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Welding is one of the most employed process for joining steel pipes. Although, manual welding is still the most used one, mechanized version and even automatized one have increased its demand. Thus, this work deals with girth welding of API 5L X65 pipes with 8” of nominal diameter and 8.0 mm thickness, beveled with V-30º narrow gap. Torch is moved by a bug carrier (mechanized welding) and further the parameters are controlled as a function of angular position (automatized welding). Welding parameters are presented for filling the joint with two-passes (root and filling/capping passes). Parameters for the root pass were extracted from previous author´s work with weldments carried out in plates, but validated in this work for pipe welding. GMAW processes were assessed with short-circuit metal transfer in both conventional and derivative modes using different technologies (RMD, STT and CMT). After the parameter determination, mechanical testing was performed for welding qualification (uniaxial tension, face and root bending, nick break, Charpy V-notch impact, microhardness and macrograph). The initially obtained results for RMD and CMT were acceptable for all testing and, in a second moment, also for the STT. However, weld beads carried out by using the conventional process failed and revealed the existence of lack of fusion, which required further parametrization. Thus, a Parameter-Variation System for Girth Welding (SVP) was designed and built to allow varying the welding parameters as a function of angular position by using an inclinometer. The parameters were set for each of the three angular positions (flat, vertical downhill and overhead). By using such equipment and approach, the conventional process with parameter variation allowed reducing the welding time for joint accomplishment of the order of 38% for the root pass and 30% for the filling/capping pass.