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By Bruno Serafim Parra

O novo laminador de tiras a quente da Usiminas, instalado na usina de Cubatão em 2012, tem como diferencial o alto nível de automatismo para fornecer bobinas com melhor qualidade. Dentre os modelos matemáticos de controle existentes no laminador, apresenta-se o Automatic Profile Flatness Control (APFC), responsável pela medição de planicidade e controle de perfil das bobinas. Através da resposta do medidor de planicidade e do medidor de perfil na saída do trem acabador, o modelo utiliza informações gerais do laminador para gerar uma resposta dinâmica e eficiente da forma do material durante seu processamento. O modelo utiliza ferramentas dedicadas para o controle de forma, como o sistema de pair cross, que é o cruzamento voluntário dos cilindros entre tiras, o sistema de roll shift, responsável pela movimentação longitudinal dos cilindros entre tiras e o roll bender, este dinâmico, trabalhando na deformação dos cilindros. Desde o início da laminação comercial, o desempenho da planicidade do material apresentou evolução significativa na nos índices de qualidade e produtividade do laminador.

Aug 16, 2017

By Daniel Mesquita Duarte

A configuração física de equipamento do sistema de desenfornamento do laminador Morgan na unidade Resende, que é preparado para laminação em dois veios, torna o controle de GAP entre barras muito complexo. O sistema de controle original era suscetível a variações, acarretando na limitação do GAP mínimo na entrada do laminador em cinco segundos. Tendo como base as fontes de variação do projeto original, foi desenvolvido um novo sistema de controle que reduziu as variações em até 1700 %, reduzindo o GAP mínimo de cinco para dois segundos. No que tange à questão do GAP mínimo, o novo sistema de controle garante uma tolerância de 0,1 segundo. Este novo sistema pode ser dividido em duas partes: o controle e correção do GAP entre o forno e a primeira gaiola, e a correção de GAP no trem desbastador.

Jul 30, 2018

By Eduardo Oliveira Magalhães

Otimizar o consumo dos insumos energéticos e coprodutos é uma tarefa de suma importância na busca de competitividade das usinas siderúrgicas. O gás de alto forno é um importante componente dessa matriz energética e a maximização do seu consumo reduz sensivelmente os custos com a compra de outros combustíveis. Nesse cenário, o controle de nível dos gasômetros, equipamentos existentes nas siderúrgicas que exercem um papel fundamental na distribuição desse gás, não é trivial. Distúrbios e variações entre geração e consumo dificultam o desafio de manter a segurança operacional e ao mesmo tempo otimizar o consumo. Procedimentos operacionais e técnicas convencionais de controle não são suficientes para evitar perdas com a queima desse gás nas tochas de segurança (flares) dos altos fornos. Esse trabalho apresenta um caso real do uso de técnicas de controle preditivo MPC (Model Predictive Control) e regulatório para a distribuição em tempo real do gás de alto forno para os principais consumidores na Vallourec Tubos do Brasil em Belo Horizonte.

Jul 30, 2018

By P. H. Tumialán

El yacimiento de tungsteno de Pasto Bueno, ubicado al norte del Batolito de la Cordillera Blanca, en Ancash se emplaza en las fillitas de la formación Chicama y en el stock de cuarzo monzonita del Terciario. En este sentido, el distrito minero ha sido fallado antes de la mineralización y posterior a la misma con fallas modernas e inversa. Por ello, el objeto del texto es describir los controles de mineralización a través de la división del distrito en tres zona la zona de Consuzo, cuyas vetas principales son Loreto, Auxilio, Sta Rita; la zona de Huayllapón, cuya veta principal es Chabuca, y la zona de Huaura donde se estudiará a la veta del Consuelo.

Oct 14, 1980

By Pascal P. Percy

Dado el elevado costo de transporte que implica el traslado de mineral aurífero en la compañía minera La Poderosa, se ha elaborado un proyecto denominado "Proyecto de transporte sobre rieles" donde se garantiza el acarreo de 550 t/d a partir de 1994 y se reduce los costos del transporte a 56%. En este sentido, el presente trabajo describe la ejecución del proyecto a través del uso de túneles, chimeneas y trocha en superficie, reemplazando la os volquetes y camiones. Asimismo, el proyecto desarrolla la ejecución del túnel en forma convencional a través del metraje, logrando un control estricto de los tiempos empleados en cada operación unitaria, la utilización adecuada de los recursos, coordinación de los trabajos a realizarse y los servicios requeridos.

Nov 24, 1993

By Luis Wilson Arzapalo

El tema refiere a las acciones que llevara a cabo el equipo de operaciones, una vez terminado el "Comisionamiento" donde la Planta ha alcanzado el estado "Listo para Arrancar". En el periodo de puesta en marcha de una planta de proceso, se encuentra una serie de dificultades de índole operativo; saltan a luz las propiedades físicas y químicas del mineral no detectados durante las investigaciones metalúrgicas previas, se hacen presente los defectos de diseño de los equipos los cuales a su vez pueden estar sub o sobredimensionados y otras manifestaciones no esperadas. En tal virtud el conocimiento de los metalurgistas experimentados en este tema, las continuas prácticas de liderazgo participativo y la capacidad de decisión, deben hacer que los motores y equipos reciban la alimentación planeada y entreguen el producto esperado para garantizar el equilibrio del sistema.

Sep 21, 2015

By Maylin Mendoza, Sheyla Pinto, Edwars Espinoza

En Cerro Lindo , la producción anual del oro en los últimos 05 años ha fluctuado entre los 3,500-4,500 Oz/troy, con una ley promedio de 0.05 g/t adquiriendo mayor importancia dentro de la cadena de producción de la unidad minera Cerro Lindo. Por ello con este trabajo se buscó caracterizar el comportamiento del Au en un yacimiento Tipo VMS- bimodal félsico, donde el Au, no es un elemento principal, y por ello, muchos en nuestras campañas de exploración le restamos importancia, sin saber el valor agregado que le puede dar a lo largo de nuestra producción; con este trabajo queremos mostrar esta nueva metodología basada en una visión más integral donde el conocimiento geológico nos lleva a incrementar valor a nuestros yacimientos.

Sep 29, 2023

By Luis de Montreul

El conocimiento de los controles mineralógicos, tipos de ocurrencias y otras características mineralógicas de los depósitos auríferos permite plantear una adecuada exploración geológica-minera y seleccionar un óptimo tratamiento metalúrgico. Por ello, se busca establecer la relación entro el oro y determinados minerales metálicos y no metálicos para obtener una mejor recuperación de este elemento valioso. En ese sentido, el presente texto presenta ejemplos de controles mineralógicos en seis yacimientos aurífero de cinco Fajas mineralizadas del Perú.

Jul 1, 1987

By T. M. Jones

This paper outlines the development of the theory of controlled district recirculation and indicates the advances in understanding and technology which have enabled a major change in established ventilation practice. An insight is presented into the possible future use of controlled district recirculation as acceptable practice in mine ventilation planning.

Jan 1, 1987

By D. S. Saxena, Jack K. Tuttle

Lack of understanding of useful applications of explosives on construction work stem primarily from the fact that explosion is commonly associated with destruction. On rock excavation and other construction works a certain quantity of explosive is harnessed to perform useful work at the source e.g. blasts to disintegrate rock. Development in rock blasting techniques, including the use of multiple-row blasting with short delay ignition, have made it impossible to excavate rocks close to or below buildings even in closely built-up areas. To permit the use of explosives on construction projects, in ways that will not damage existing structures, guidelines have been developed from careful measurements of intensity of ground vibrations. Accurate electronic instruments are now available for doing this. PLANNING AND CONTROL Blasting operations must be carefully planned and carried out to avoid discomfort to persons or damage to property. This increase in the use of rock blasting in city areas alone has led to a number of problems due to ground vibrations, air shock waves, and the psychological effect of noise. While the latter seldom if ever causes damage, it does create irritation and discomfort to persons living or working near the blasting sites. A result of this is a steady increase in the number of complaints in respect of damage to houses and other premises. Many such complaints are genuine and damage may undoubtedly be caused when incorrect blasting techniques are used.

Jan 1, 1997

By Ivor Jenkins

PROCESSES employing controlled atmospheres in the heat-treatment of metals and alloys are now well established on an industrial scale, and the general principles involved and the advantages to be gained in the use of the technique have received considerable publicity over a period of years. During this time the greatest emphasis has been on the establishment of the process in industry, the main effort being devoted to development work on various types of atmospheres, their useful fields of application and the design of suitable heat-treatment furnaces in which they are to be used. The various types of controlled atmospheres are fairly well standardized, but there still remains a considerable field for the investigation of related problems, in connection with both the gas-generating equipment and the surface chemistry of the heat-treatment of metals, especially in complex controlled atmospheres. This paper describes certain investigations of this nature that were carried out in England up to 1939. The development of processes employing controlled atmospheres has been associated to a very large extent with the heat-treatment of steels, both because of the major importance of steel in industry and the many diverse and difficult problems of surface chemistry involved when steels of such a wide range of composition are heated in the presence of active gases Controlled atmospheres such as dissociated and burnt ammonia or charcoal gas are used in the heat-treatment of low-carbon and high-carbon steels, but from certain points of view a suitable atmosphere generated by the partial combustion of city gas is to be preferred. Both the ammonia derivatives are comparatively expensive, and even if the burnt ammonia is regenerated, thereby reducing operating costs, the capital expenditure of the gas plant may make it prohibitive for the smaller type of furnace installation. Charcoal-gas generators are not without their operating difficulties: especially those associated with the quality of the charcoal, clinker formation and the removal of carbon dust from the generated gas. City gas has the advantage of being comparatively cheap and "on tap" in most if not all industrial centers. The use of raw city gas as a protective atmosphere in the heat-treatment of steels has been described,1 but it presents certain difficulties because of its complex composition and its explosive nature when mixed with air. These factors, together with the tendency toward sooting at elevated temperatures, arising mainly from the hydrocarbon gases present, all militate against its use as a protective atmosphere in industrial furnaces. The following analysis, based on the analyses of city gas in different localities in Great Britain, indicates the wide limits existing

Jan 1, 1947

By M. Ganster, H. Krenn

The mission of the project is the fast and cost-effective rehabilitation of decommissioned lignite mining and coal upgrading facilities. This is necessary to ensure the successful future utilization of these sites. On the one hand, for founding new industrial and commercial facilities and on the other hand for touristic activities.

Jan 1, 2013

Controlled-blasting experiments in small development drifts were conducted at CANMET's Experimental Mine in 1992 and 1993. The objective of these experiments was to develop suitable controlled-blasting techniques for small development headings that are drilled by jackleg with 32-mm-diam holes. The experimentation was also aimed at providing insight into blast-damage mechanisms. Particular attention was given to the physical-mechanical properties of the rock and the rock-mass structural data. The drift faces were approximately 2.4 by 2.4 m (7.9 x 7.9 ft) in size with 36 to 43 holes drilled to a depth of 2.4 m (7.9 ft). Cartridged water gels, emulsions and semigelatin dynamite were used in the cuts and as primers, ANFO was used as the main explosive and decoupled 19-mm (0.75 in.) diam semigelatin dynamite charges were used in the perimeter holes. Smooth-blasting techniques and presplitting were tested in the underground mine. All of the blasts were monitored with a multichannel blast-vibration monitor, to which was attached sets of high frequency geophones and accelerometers. These experiments demonstrated the efficiency of controlled-blasting techniques for the reduction of blast damage and also demonstrated the need to improve the safety and efficiency of using explosives.

Jan 1, 1997

Controlled blasting experiments in small development drifts were conducted at CANMET's Experimental Mine, from August 1992 to November 1993. The objective of these experiments was to develop suitable controlled blasting techniques for small development headings drilled by jackleg with 32 mm diameter holes. The experimentation also aimed to provide insight into blast damage mechanisms. Particular attention was given to the physical-mechanical properties of the rock and the rockmass structural data in order to make the results applicable to other geological environments. The drift faces were approximately 2.4 m by 2.4 m with 36 to 43 holes drilled to a depth of 2.4 m. Cartridged water gels, emulsions and semigelatin dynamite were used in the cuts and as primers, ANFO as the main explosive and decoupled 19 mm diameter semigelatin dynamite charges were used in the perimeter holes. Smooth blasting techniques and pre-splitting were tested in the underground mine. All the blasts were monitored with a multi-channel blast vibration monitor to which was attached sets of high frequency geophones and accelerometers. This first set of experiments has illustrated the efficiency of con-trolled blasting techniques to reduce blast damage and demonstrated the need for further research to improve the safe and efficient use of explosives.

Jan 1, 1995

By Gordon F. Revey

Hanging Lake Joint Venture recently excavated two conventional 42 foot diameter highway tunnels in the difficult ground conditions of Glenwood Canyon, Colorado. This paper outlines the type and success of the various Controlled Blasting Techniques that were used to minimize overbreak in the portal and tunnel excavations. The different Smoothwall and Cushion Charge loads used in the different ground types are described in detail. Delay Timing and Drilling Pattern variations are also discussed.

Jan 1, 1991

By Gordon F. Revey, Dan Harrison

Hanging Lake Joint Venture recently excavated two conventional 12.8 m (42 foot) diameter highway tunnels in the difficult ground conditions of Glenwood Canyon, Colorado. This paper outlines the type and success of the various Controlled Blasting Techniques that were used to minimize overbreak in the portal and tunnel excavations. The different Smoothwall and Cushion Charge loads used in the different ground types are described in detail. Delay Timing and Drilling Pattern variations are also discussed.

Jan 1, 1991

By Sneddon A

Expansion of central production facilities at the Kutubu Petroleum Development Project in Papua New Guinea (PNG) required excavation of a steep hillside overlooking operating crude oil processing, storage and pumping facilities. Drilling and blasting were used to remove a large volume of rock which varied from hard limestone to soft sandstone, with zones of soft clay and many underground caverns. Similar ground conditions had made it very difficult to predict and control blast-ing results during previous excavation in this area.Special conditions of the project included restrictions on ground vibration levels at a high pressure oil pipeline and pump station within 100m of the blasting area, and a prohibition on any flyrock. As work progressed, some blasting was necessary with 20m of installations being constructed on the levelled project site. Thus blast design, drilling and charging were carefully controlled to avoid any incidents which could interfere with oil production or progress of the construction project.

Jan 1, 1994

By S. P. Singh

Drifts are an integral component of underground mining. They provide access for men and material, means for transporting ore and rock and serve as air passageways. In view of their importance on the overall safety, economy and productivity of mines, empirical guidelines for controlled blasting design in drifts have been developed in this study. The application of the proposed concept was described by generating blast hole patterns for a mine with the help of a computer program. The mechanism of blast damage and the need for controlled blasting to alleviate ground control problems in underground mines have been outlined in this paper. The economic analysis between normal-and controlled blasting was performed based on the information from an operating mine. In addition, the review of drift blasting practices and problems in Canadian mines was also carried out in this study.

Jan 1, 1990

By R Domotor

Brisbane’s Airport Link is Australia’s largest road infrastructure project, worth a total value of A$4.8 billion. The project is using surface and underground blasting to excavate hard volcanic rock, Brisbane Tuff. This paper tells the story of the most challenging and difficult blast of the whole project: the removal of a remnant pillar of rock (approximately 2250 m3) next to a major arterial road and within 100 m of existing infrastructure including a number of heritage listed buildings, residences and privately owned sensitive receivers. The pillar consisted of a hard rock wall (Brisbane Tuff) between 2 m and 6 m thick, 15 m high and 35 m wide; with in situ precast concrete piles embedded within 1 m of the boundary of the pillar. Orica Australia Pty Limited was contracted by Thiess John Holland, to perform the work in this area, including design, modelling, drilling and loading of the explosives, as well as blast clearance and shotfiring. Access to the area was limited so all explosives and equipment, including the 20 t drill rig, had to be lifted in and out by crane. Due to the nature of the blast, with infrastructure 5 m directly in front of the 15 m high face, there was only ever going to be one chance to get this blast right. This was an extremely complex blast which required the use of a number of different types of packaged explosives, as well as special timing techniques only made possible by using electronic initiating systems. This type of blast is high risk, and is more typical of a building demolition in the urban environment. The blast was fired on the 25 September 2010, and was highly successful. The environmental results for vibration and overpressure were well under the imposed limits, and the embedded concrete piles remained undamaged.

Nov 8, 2011

Good blasting practices based on the careful application of explosive energy lead to significantly safer mining operations. Case studies demonstrate how the selection of the correct charge mass, explosive type and round design are vital for extracting the exact amount of rock required and preventing spurious damage to the remaining rock mass. In other cases the explosives are applied to precondition the rock mass, design rockburst resistant support, prevent damage to important excavations and reduce the exposure of miners to unsafe conditions. The Hybrid Stress Blasting Model is used to understand the explosive rock interaction and to illustrate and contrast good and bad blasting practices. In all cases, good supervision is required to continue safe mining according to the design. Keywords Blasting, safety, production, preconditioning, explosives, numerical modelling, drop raising, vibrations, and presplitting.

Jan 1, 2011