907 resultados para Road construction workers Safety measures


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The unauthorized migrants in the Swedish construction sector – a study in the policy of deportation 1990–2004 The unauthorized migration of construction workers to Sweden increased during the 1990s, especially at the end of the decade. The migrants often came from Poland and the Baltic states. The aim of this article is to examine this change of the migration pattern to Sweden and how the Swedish Building Workers Union responded to this new situation. I examine how the Building Workers Union cooperated with the Police authorities to find, capture and deport unauthorized migrants. A conclusion is that the Building Workers Union has not adopted a more inclusionary strategy towards unauthorized migrants, as have trade unions in Spain and US. The main strategy has instead been to try to restrict this migration. One explanation of this is that the Building Workers Union is a strong and well organized trade union. It didn’t perceive of unauthorized migrants as potential new members, but as a threat to wages and work conditions. Another explanation is that it has been able to restrict migration in the past. This may contribute to making demands for restrictions an attractive strategy in the present even when the possibilities of succeeding with this have diminished.

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This dissertation seeks to identify specifications bu which the Subsection cf Buildings c f the Civil Construction os Rio de Janeiro could be improved. It attempt to determine the factors that make construction workers both victims of accidents, as well as the cause of these accidents. It a150 seeks t o identify the means af the capitalist way that as the producer specific kind af society, creates this type af invisible of a worker. Further more, to verify the violent ar disguised ways, that lead the worker to have a guilty consclence relative to himself and to the other workers , and maklng him feel responsible even for accident - related deaths on the job. A revolting factor is that malnutrition and endemic hunger, are in large part responsible for accidents at work in the capitalist production system, ln which production relations are still primitive. Therefore, the accidents at work are a product of society, especially caused by conditions in the construction sector . This fac 19 often masked, and responsibility is put on the worker ln 77,5~ of work related accident . Under these specific working conditions the cumulative overtime hours of work and tasks make the rythm and working hours extreme and overburdensome. The large and modern firms subcantract to smoller construc~i ns firms who have more dangeraus working condictions which result in more frequent and mayor accidents. These are not computed in the statistics of the large firms and the workers of the subcontractors do not appear on the builging construction lists, and are therefore a non - existent entities. Even opressed, the workers still continue to work under these conditions mak1ng there resistence a form af struggle. The Education that intends to be transformed in to an instrument of the workers struggle, should stimulated the participation in the daily educational and political practices and try to reconstructed what the dominant knowledge has fragmented: the ptoduction of existence as an integrated whole.

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O objetivo deste trabalho foi avaliar os efeitos do período e volume de aplicação na segurança da atividade de tratoristas aplicando herbicidas na cultura de cana-de-açúcar com o pulverizador de barra montado em trator e a eficiência de equipamentos de proteção individual (EPIs) e de uma cabina acoplada ao trator. As exposições dérmicas de 13 condições de trabalho foram avaliadas e analisadas estatisticamente por meio do delineamento inteiramente ao acaso e do esquema fatorial 3 x 2 x 2 + 1. O fator A foi a condição de exposição: 1) exposição dérmica potencial (EDP) - sem nenhuma medida de segurança; 2) exposição com cabina no trator (Cabina); e 3) exposição com as vestimentas (EPI). O fator B foi o volume de aplicação: 1) 200 L ha-1 e 2) 100 L ha-1; e o fator C foi o período de aplicação: 1) diurno e 2) noturno. Como testemunha foi avaliada a EDP do tratorista aplicando na atividade usual de 300 L de calda ha-1, no período diurno. As exposições dérmicas (EDs) aos herbicidas considerados nessas condições de trabalho foram estimadas por meio de dados substitutos das EDs avaliadas ao cátion Cu+2 adicionado como traçador nas caldas aplicadas. O pulverizador utilizado foi do modelo PJ 600, com barra de 12 m de comprimento e 24 bicos de jato plano TT 110 04 ou TT 110 02. As 13 condições de trabalho avaliadas foram classificadas como seguras (MS>1) para o tratorista aplicando os herbicidas glyphosate (48% i.a.), MSMA (48%), diuron (46,8%) + hexazinone (13,2%), clomazone (50%), sulfentrazone (50%), ametryne (50%), diuron (50%), isoxaflutole (75%), metribuzin (48%), 2,4-D (80,6%), ametryne (30%) + clomazone (20%), ametryne (73,25%) + trifloxysulfuron (1,85%) e tebuthiuron (80 %) e inseguras para o herbicida atrazine (50%), nos dois períodos e nos três volumes de aplicação, e ametryne (50%), na aplicação diurna e 100 L de calda ha-1. As aplicações noturnas e os volumes de aplicação reduzidos tornaram as condições de trabalho mais seguras, exceto para o atrazine. A eficiência dos EPIs para a aplicação de 300 L ha-1 variou de 69,5 a 89,3%, e a da cabina do trator variou entre 76,4 e 83,3%, em relação aos volumes reduzidos de 100 e 200 L ha-1.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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The Brazilian Ministry of Labour has been attempting to modify the norms used to analyse industrial accidents in the country. For this purpose, in 1994 it tried to make compulsory use of the causal tree approach to accident analysis, an approach developed in France during the 1970s,without having previously determined whether it is suitable for use under the industrial safety conditions that prevail in most Brazilian firms. In addition, apposition from Brazilian employers has blocked the proposed changes to the norms. The present study employed anthropotechnology to analyse experimental application of the causal tree method to work-related accidents in industrial firms in the region of Botucatu, São Paulo. Three work-related accidents were examined in three industrial firms representative of local, national and multinational companies. on the basis of the accidents analysed in this study, the rationale for the use of the causal tree method in Brazil can be summarized for each type of firm as follows:the method is redundant if there is a predominance of the type of risk whose elimination or neutralization requires adoption of conventional industrial safety measures (firm representative of local enterprises); the method is worth while if the company's specific technical risks have already largely been eliminated (firm representative of national enterprises); and the method is particularly appropriate if the firm has a good safety record and the causes of accidents are primarily related to industrial organization and management (multinational enterprise).

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The Historical Jaraguá Gold Caves are vestiges of excavations in weathered rock, dating back to the Brazilian colonial times, situated NW of Jaraguá peak, in the São Paulo municipality (SP). The areas were investigated to support historical preservation innitiatives. The excavations have lateral steep slopes and a narrow fat bottom zone, occupied by dense vegetation. The trace of the excavations is sinuous, trending N40-50W, in accordance to a transition zone of Neoproterozoic rocks: metapelites and metapsamites by the SW side and calc-silicate rocks and amphybolites at NE. The structural control results from three successive deformation phases. Urban expansion and road construction, during the last 30 years, have strongly impacted the areas: (I) Base of Quebra-Pé hill; (II) Jardim Britânia; (III) Morro Doce; (IV) Nova Anhangüera Park. A 5 th site was disfgured by earthworks. The Jardim Britânia area is partly discharacterized by earthflls; this however does not impede further protection actions. This framework allows to recommend authorities: (1) to permit immediate preservation of these areas; (2) to develop programs to build an integrated site for scientifc diffusion or an educational center for exhibition of rocks, ores and mineral samples; (3) to support the interest of some owners to preserve the area called Morro Doce, (4) to put forward a few proposals for educational use of the excavations, by production of feld guides on the historic sites. The alternatives will help keeping alive the memory of mining in the São Paulo State.

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Cosmetic Dermatology is a growing subspecialty. High-quality basic science studies have been published; however, few double-blind, randomized controlled clinical trials, which are the major instrument for evidence-based medicine, have been conducted in this area. Clinical research is essential for the discovery of new knowledge, improvement of scientific basis, resolution of challenges, and good clinical practice. Some basic principles for a successful researcher include interest, availability, persistence, and honesty. It is essential to learn how to write a protocol research and to know the international and national regulatory rules. A complete clinical trial protocol should include question, background, objectives, methodology (design, variable description, sample size, randomization, inclusion and exclusion criteria, intervention, efficacy and safety measures, and statistical analysis), consent form, clinical research form, and references. Institutional ethical review board approval and financial support disclosure are necessary. Publication of positive or negative results should be an authors' commitment. © 2013 by Anais Brasileiros de Dermatologia.

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Pós-graduação em Engenharia Elétrica - FEIS

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Apresenta a implantação de obras de civis e de saneamento no Projeto de Recuperação das Baixadas de Belém -Bacia do Una, na cidade de Belém, no estado do Pará, que envolve obras de macrodrenagem, microdrenagem, redes de água, redes de esgoto e sistema viário. Também chamado de Projeto Una ou simplesmente de Projeto de Macrodrenagem, alcança uma área de 3.644 ha , correspondente a, aproximadamente, 21% da área continental e 7,20% da área total do município de Belém, desenvolve-se na Bacia do Una, situada em área de baixada, com grande parte de suas terras abaixo da cota de alagamento, isto é, até 3,60 m acima do nível do mar, apresenta uma camada espessa de argila orgânica, na maioria das vezes, superficial, atingindo em alguns lugares a grandes profundidades, inadequada, portanto para o suporte de fundações, estando as camadas de solos mais resistentes a profundidades variáveis, atingindo, em certas áreas, até 60 metros. Além das dificuldades de construção em solos dessa natureza, esta obra apresenta inúmeros condicionantes, como o remanejamento de famílias de áreas de risco, isto é, famílias que residem sobre o leito de canais, dificultando o escoamento das águas servidas e pluviais; as indenizações de residências abaladas pelas obras; a falta de espaço físico para a implantação das obras; a ruptura dos taludes das marginais de canais; as dificuldades de gerenciamento face a extensa abrangência da área; as relações com a comunidade, tumultuadas em alguns momentos e, principalmente, a priorização de algumas áreas, em detrimento de outras, para a execução das obras, face os recursos disponíveis. Fundamentado em relatórios técnicos, projetos, pesquisa de campo e experiências pessoais do autor, a dissertação faz uma descrição do projeto em seus diversos aspectos, bem como promove revisão critica do mesmo sob a ótica da engenharia civil, envolvendo aspectos de planejamento e execução de obras, com o objetivo de construir e divulgar ensinamentos que promovam a otimização, no desenvolvimento de obras semelhantes.

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Este artigo pretende discutir as relações entre o projeto ALBRAS/ALUNORTE e o processo de organização sindical dos trabalhadores da construção civil de Barcarena, no momento da construção da fábrica da ALBRAS. Analisam-se as relações de trabalho nos canteiros de obras e discutem-se as idéias de modernidade e de progresso que os trabalhadores expressaram nos momentos de conflito com os empresários da construção civil, com o governo do Pará e com o projeto de desenvolvimento para a região, nas greves ocorridas no setor em 1984 e 1985.

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Il recupero dei materiali di scarto è un aspetto di grande attualità in campo stradale, così come negli altri ambiti dell’ingegneria civile. L’attenzione della ricerca e degli esperti del settore è rivolta all’affinamento di tecniche di riciclaggio che riducano l’impatto ambientale senza compromettere le prestazioni meccaniche finali. Tali indagini cercano di far corrispondere le necessità di smaltimento dei rifiuti con quelle dell’industria infrastrutturale, legate al reperimento di materiali da costruzione tecnicamente idonei ed economicamente vantaggiosi. Attualmente sono già diversi i tipi di prodotti rigenerati e riutilizzati nella realizzazione delle pavimentazioni stradali e numerosi sono anche quelli di nuova introduzione in fase di sperimentazione. In particolare, accanto ai materiali derivanti dalle operazioni di recupero della rete viaria, è opportuno considerare anche quelli provenienti dall’esercizio delle attività di trasporto, il quale comporta ogni anno il raggiungimento della fine della vita utile per centinaia di migliaia di tonnellate di pneumatici di gomma. L’obiettivo della presente analisi sperimentale è quello di fornire indicazioni e informazioni in merito alla tecnica di riciclaggio a freddo con emulsione bituminosa e cemento, valutando la possibilità di applicazione di tale metodologia in combinazione con il polverino di gomma, ottenuto dal recupero degli pneumatici fuori uso (PFU). La ricerca si distingue per una duplice valenza: la prima è quella di promuovere ulteriormente la tecnica di riciclaggio a freddo, che si sta imponendo per i suoi numerosi vantaggi economici ed ambientali, legati soprattutto alla temperatura d’esercizio; la seconda è quella di sperimentare l’utilizzo del polverino di gomma, nelle due forme di granulazione tradizionale e criogenica, additivato a miscele costituite interamente da materiale proveniente da scarifica di pavimentazioni esistenti e stabilizzate con diverse percentuali di emulsione di bitume e di legante cementizio.

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This work assesses the environmental impact of a municipal solid waste incinerator with energy recovery in Forlì-Cesena province (Emilia-Romagna region, Italy). The methodology used is Life Cycle Assessment (LCA). As the plant already applies the best technologies available in waste treatment, this study focuses on the fate of the residues (bottom and fly ash) produced during combustion. Nine scenarios are made, based on different ash treatment disposing/recycling techniques. The functional unit is the amount of waste incinerated in 2011. Boundaries are set from waste arrival in the plant to the disposal/recovery of the residues produced, with energy recovery. Only the operative period is considered. Software used is GaBi 4 and the LCIA method used is CML2001. The impact categories analyzed are: abiotic depletion, acidification, eutrophication, freshwater aquatic ecotoxicity, global warming, human toxicity, ozone layer depletion, photochemical oxidant formation, terrestrial ecotoxicity and primary energy demand. Most of the data are taken from Herambiente. When primary data are not available, data from Ecoinvent and GaBi databases or literature data are used. The whole incineration process is sustainable, due to the relevant avoided impact given by co-generator. As far as regards bottom ash treatment, the most influential process is the impact savings from iron recovery. Bottom ash recycling in road construction or as building material are both valid alternatives, even if the first option faces legislative limits in Italy. Regarding fly ash inertization, the adding of cement and Ferrox treatment results the most feasible alternatives. However, this inertized fly ash can maintain its hazardous nature. The only method to ensure the stability of an inertized fly ash is to couple two different stabilization treatments. Ash stabilization technologies shall improve with the same rate of the flexibility of the national legislation about incineration residues recycling.

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Durch den Straßenbau an der Bundesstraße B3a veranlasst, wurden im Zeitraum vom 13.08.2007 bis zum 07.12.2007 archäologische Untersuchungen im Bereich der Streckenkilometer 19 bis 22 durch die Firma Archbau Essen, unter Kontrolle des Landesamtes für Denkmalpflege Hessen und der Kreisarchäologie Wetteraukreis durchgeführt. Bei km 19 wurde dabei eine Siedlung mit angrenzendem Gräberfeld aus der Linienbandkeramik (im Folgenden als LBK bezeichnet) festgestellt. Daneben ergaben sich eine Bestattung und ein Erdwerk der Michelsberger Kultur, Grubenkomplexe und ein Bronzehort aus der Urnenfelderkultur sowie eine mittelalterliche Straße.Heute liegt die Fundstelle Friedberg B3a km 19 in der südlichen Wetterau 30 km nördlich von Frankfurt am Main in Hessen an der Wetter 140 m über NN und gehört zum Wetteraukreis. rnDie 21 ha messende Ausgrabungsfläche umfasste insgesamt 344 Befunde. Die Identifikation der bandkeramischen Strukturen erfolgte hierbei vorwiegend durch die vergesellschaftete Keramik. Von zentraler Bedeutung sind die fünf Hausgrundrisse A bis E im nördlichen Sektor der Fundstelle, wobei die Präsenz zahlreicher „Dreipfostenriegel“ sowie die Nordost-Südwest Ausrichtung der Strukturen als Belege für eine Zeitstellung innerhalb der LBK angesehen werden. Über die Korrespondenzanalyse der bei den Siedlungsstrukturen angetroffenen Keramik konnte darüber hinaus eine Abfolge von Hausgenerationen erstellt werden. Daneben existierten eine Reihe weiterer Befunde von LBK-zeitlichen Pfostenstellungen, bei denen es sich um Zäune oder Palisaden gehandelt haben könnte. Südwestlich dieser Hausgrundrisse wurde bei den Ausgrabungen eine Grabenstruktur geschnitten, für die eine Funktion als Einfassung der bandkeramischen Siedlungsstrukturen möglich ist. Südlich dieser Grabenstruktur konnten sechs Hockerbestattungen der LBK festgestellt werden. Die räumliche Anordnung im Bereich der westlichen Grabungsgrenze lässt den Schluss zu, dass es sich hierbei um ein Gräberfeld handelt, welches bisher nur zu einem geringen Teil ergraben wurde. Ein Zusammenhang zu den Hausgrundrissen A bis E kann erwogen werden. Der nördliche Sektor der Fundstelle umfasste außerdem zahlreiche Grubenbefunde der LBK sowie einige Grubenkomplexe, wobei letztere als Lehmentnahmegruben anzusprechen sind. Abschließend soll hier noch auf die Existenz zweier bandkeramischer Öfen, darunter ein Grubenofen, im Südosten von Friedberg B3a km 19 hingewiesen werden. rnDen mit Abstand größten Anteil am bandkeramischen Fundmaterial aus Friedberg B3 km 19 hatte die Keramik mit 3428 Elementen. An Steingeräten konnten nur 12 Silices sowie 4 Beile und 14 Mahlsteine über die Typologie und die vergesellschaftete Keramik in die LBK eingeordnet werden. Bei den Knochengeräten zeigte sich ein einzelner beschädigter Kamm. Der Fokus der Analysen des bandkeramischen Fundmaterials aus Friedberg B3a km 19 lag auf der Keramik und deren Auswertung innerhalb von Seriation und Korrespondenzanalyse. Um den Untersuchungen mehr Validität zu verleihen und eine optimale Einordnung zu erreichen, wurden die Keramik-Daten aus Friedberg B3a km 19 mit anderen Datensätzen aus Südhessen kombiniert. Dabei war nicht nur die räumliche Nähe der Fundstellen entscheidend, sondern auch die stilistisch-typologische Nähe der Inventare. In Friedberg B3a km 19 waren die Phasen nach Meier-Arendt von einem frühen III bis zum Ende der Phase V anwesend. Phase II kann nur als marginal angesprochen werden. Es ließ sich kein Übergang zum Mittelneolithikum fassen. Nach der Interpretation aller relativchronologischer Daten könnte es sich in Friedberg B3a km 19 um eine Hausentwicklung mit sieben Phasen à 25 Jahren über 175 bis zu 200 Jahren handeln, die eine kontinuierliche Belegung des Platzes von der mittleren bis zum Ende der jüngsten LBK beschreibt. Insgesamt pflegt sich die Fundstelle Friedberg B3a km 19 so in die bandkeramische Siedlungslandschaft der südlichen Wetterau ein.

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As an Alpine country, Switzerland has not only a thriving mountaineering tourist industry, but also many mountaineering casualties. At the request of the state attorney, most of the victims undergo only an external inspection without autopsy. One of the main tasks of the forensic pathologist under these circumstances is the correct identification of the deceased for a fast release to their kin. Nevertheless, detailed knowledge of the injuries sustained may lead to improved safety measures, such as better protective equipment. In this study, we examined the feasibility of using cross-sectional imaging with postmortem multi-slice computed tomography (MSCT) to detect lesions of the skeletal structures and internal organs. For this purpose, we used whole-body MSCT to examine 10 corpses that suffered fatal falls from great height while climbing in the Swiss part of the European Alps from the years 2007 to 2009. We conclude that postmortem CT imaging is a valuable tool for dental identification and is superior to plain X-rays as a viable compromise between a solely external legal inspection and an autopsy because it delivers otherwise irretrievable additional internal findings non-invasively. This fact is of great importance in cases where an autopsy is refused.