Medidas de intervención para promoción de conductas saludables y prevención de riesgos laborales relacionados con accidentalidad y enfermedad laboral en trabajadores de minas de Carbón

Colombia en su legislación normatiza el sector de la minería de carbón, sin embargo se considera que las estrategias no han sido suficientes para la identificación, prevención y control de la accidentalidad y enfermedad laboral. Durante el año 2013 el índice de fatalidad fue de 1,59. Estadísticas del año 2004 evidencian que las neumoconiosis fueron las mayores causas de invalidez de origen profesional. Objetivo: Categorizar actividades de intervención en promoción y prevención de accidentalidad y enfermedad laboral en trabajadores de la minería de carbón. Metodología: Se realizó una revisión de literatura sobre minería de carbón y salud la cual fue obtenida de las bases de datos PUBMED, Sciendirect, VHL, SINAB por literatura publicada sin límites de año, en idioma inglés, español o portugués. Para la búsqueda se utilizaron términos en lenguaje controlado (términos MESH), revisión por pares de títulos y resúmenes. Las publicaciones fueron seleccionadas para revisión de texto completo bajo criterios de inclusión y exclusión. Los códigos contemplados para esta revisión fueron: a) país donde la intervención se llevó a cabo, b) salud ocupacional, c) prevención de accidentalidad, d) programas de promoción, e) tecnologías, f) resultados obtenidos. Resultados: Del total de 2500 artículos seleccionados por los autores principales se realizó la revisión de los primeros 300 artículos, 32 hacen referencia al tema de salud ocupacional y minería de carbón, 10 contienen intervenciones consideradas de relevancia para esta revisión bibliográfica. Se presentan intervenciones estadísticamente significativas (p<0.05) y que han demostrado ser de impacto positivo en la minería de carbón en promoción y prevención de accidentalidad y enfermedad ocupacional. Conclusiones: Se identificaron las siguientes cuatro tipos de intervención: 1) las de carácter educativo que hacen referencia a las capacitaciones participativas, el entrenamiento por medio de “degraded image”, la realización de gestión de autocontrol y retroalimentación para el uso de elementos de protección personal (EPP), la aplicación del Modelo de Proceso Paralelo Extendido; 2) intervenciones preventivas como la medición de alcoholimetría antes del turno, la presencia de personal de enfermería en minas de carbón y el reconocimiento de los predictores de la enfermedad para optimizar la prevención primaria; 3)intervenciones de vigilancia como la promovida en la metodología Estadísticas Europeas de Accidentes de Trabajo (EEAT) para la investigación de los accidentes de trabajo, la aplicación de las recomendaciones de la Organización Mundial de la Salud (OMS) para la detección de la neumoconiosis y 4) De carácter tecnológico consistente en la intervención de tareas a partir de los resultados de la aplicación del software desarrollado por el Instituto Nacional para la Seguridad y Salud Ocupacional (NIOSH). Estas intervenciones han demostrado ser eficaces en la promoción y prevención de accidentalidad y enfermedad ocupacional por lo cual se recomienda su aplicación en Colombia posterior al análisis de costo-efectividad.

PINCER trial: a cluster randomised trial comparing the effectiveness and cost-effectiveness of a pharmacist-led IT-based intervention with simple feedback in reducing rates of clinically important errors in medicines management in general practices

Background: Medication errors in general practice are an important source of potentially preventable morbidity and mortality. Building on previous descriptive, qualitative and pilot work, we sought to investigate the effectiveness, cost-effectiveness and likely generalisability of a complex pharm acist-led IT-based intervention aiming to improve prescribing safety in general practice. Objectives: We sought to: • Test the hypothesis that a pharmacist-led IT-based complex intervention using educational outreach and practical support is more effective than simple feedback in reducing the proportion of patients at risk from errors in prescribing and medicines management in general practice. • Conduct an economic evaluation of the cost per error avoided, from the perspective of the National Health Service (NHS). • Analyse data recorded by pharmacists, summarising the proportions of patients judged to be at clinical risk, the actions recommended by pharmacists, and actions completed in the practices. • Explore the views and experiences of healthcare professionals and NHS managers concerning the intervention; investigate potential explanations for the observed effects, and inform decisions on the future roll-out of the pharmacist-led intervention • Examine secular trends in the outcome measures of interest allowing for informal comparison between trial practices and practices that did not participate in the trial contributing to the QRESEARCH database. Methods Two-arm cluster randomised controlled trial of 72 English general practices with embedded economic analysis and longitudinal descriptive and qualitative analysis. Informal comparison of the trial findings with a national descriptive study investigating secular trends undertaken using data from practices contributing to the QRESEARCH database. The main outcomes of interest were prescribing errors and medication monitoring errors at six- and 12-months following the intervention. Results: Participants in the pharmacist intervention arm practices were significantly less likely to have been prescribed a non-selective NSAID without a proton pump inhibitor (PPI) if they had a history of peptic ulcer (OR 0.58, 95%CI 0.38, 0.89), to have been prescribed a beta-blocker if they had asthma (OR 0.73, 95% CI 0.58, 0.91) or (in those aged 75 years and older) to have been prescribed an ACE inhibitor or diuretic without a measurement of urea and electrolytes in the last 15 months (OR 0.51, 95% CI 0.34, 0.78). The economic analysis suggests that the PINCER pharmacist intervention has 95% probability of being cost effective if the decision-maker’s ceiling willingness to pay reaches £75 (6 months) or £85 (12 months) per error avoided. The intervention addressed an issue that was important to professionals and their teams and was delivered in a way that was acceptable to practices with minimum disruption of normal work processes. Comparison of the trial findings with changes seen in QRESEARCH practices indicated that any reductions achieved in the simple feedback arm were likely, in the main, to have been related to secular trends rather than the intervention. Conclusions Compared with simple feedback, the pharmacist-led intervention resulted in reductions in proportions of patients at risk of prescribing and monitoring errors for the primary outcome measures and the composite secondary outcome measures at six-months and (with the exception of the NSAID/peptic ulcer outcome measure) 12-months post-intervention. The intervention is acceptable to pharmacists and practices, and is likely to be seen as costeffective by decision makers.

A pharmacist-led information technology intervention for medication errors (PINCER): a multicentre, cluster randomised, controlled trial and cost-effectiveness analysis

Background: Medication errors are common in primary care and are associated with considerable risk of patient harm. We tested whether a pharmacist-led, information technology-based intervention was more effective than simple feedback in reducing the number of patients at risk of measures related to hazardous prescribing and inadequate blood-test monitoring of medicines 6 months after the intervention. Methods: In this pragmatic, cluster randomised trial general practices in the UK were stratified by research site and list size, and randomly assigned by a web-based randomisation service in block sizes of two or four to one of two groups. The practices were allocated to either computer-generated simple feedback for at-risk patients (control) or a pharmacist-led information technology intervention (PINCER), composed of feedback, educational outreach, and dedicated support. The allocation was masked to general practices, patients, pharmacists, researchers, and statisticians. Primary outcomes were the proportions of patients at 6 months after the intervention who had had any of three clinically important errors: non-selective non-steroidal anti-inflammatory drugs (NSAIDs) prescribed to those with a history of peptic ulcer without co-prescription of a proton-pump inhibitor; β blockers prescribed to those with a history of asthma; long-term prescription of angiotensin converting enzyme (ACE) inhibitor or loop diuretics to those 75 years or older without assessment of urea and electrolytes in the preceding 15 months. The cost per error avoided was estimated by incremental cost-eff ectiveness analysis. This study is registered with Controlled-Trials.com, number ISRCTN21785299. Findings: 72 general practices with a combined list size of 480 942 patients were randomised. At 6 months’ follow-up, patients in the PINCER group were significantly less likely to have been prescribed a non-selective NSAID if they had a history of peptic ulcer without gastroprotection (OR 0∙58, 95% CI 0∙38–0∙89); a β blocker if they had asthma (0∙73, 0∙58–0∙91); or an ACE inhibitor or loop diuretic without appropriate monitoring (0∙51, 0∙34–0∙78). PINCER has a 95% probability of being cost eff ective if the decision-maker’s ceiling willingness to pay reaches £75 per error avoided at 6 months. Interpretation: The PINCER intervention is an effective method for reducing a range of medication errors in general practices with computerised clinical records. Funding: Patient Safety Research Portfolio, Department of Health, England.

Safe construction through design: perspectives from the site team

How does the work of designers impact on the safety of operatives at the construction site? Safety research and policy emphasize the importance of designing for safe construction, yet the interface between design and construction is poorly understood: accidents have multiple causes making it hard to establish causal links between design choices and safety outcomes. An in-depth case study of a major station project examines how professionals on the construction site perceive and manage the safety challenges of a building design. Analyses reveal understandings that, on the project studied, design has an impact on safety because of: (1) the timing of design work, where the volume of late design changes increased the difficulty of planning safe procedures, e.g. for working at height, lifting heavy items, refurbishing and demolishing old buildings; and (2) inputs from design stakeholders with insufficient practical knowledge of construction and operation required unplanned work-arounds, e.g. to coordinate different sub-systems, provide maintenance access, and manage loads during construction. These findings suggest that safety suffers where projects are under-designed, and that alongside regulation, there is a need for robust management attention to the contractual structures, incentives, processes and tools that enable clients and designers to understand material practices of construction and operation.

Semana mundial de las Naciones Unidas sobre la seguridad vial

El presente Boletín FAL se basa en el documento "First United Nations Global Road Safety Week. A toolkit for organizers of events" desarrollado por la Organización Mundial de la Salud, 2006, que puede ser accedido a través de http://www.paho.org/Spanish/DD/PUB/seguridadVial-ToolKit.pdf en idioma español. La versión completa en idioma inglés se encuentra en: http://www.who.int/roadsafety/week/toolkit/en/index.html

An analysis of traffic accidents and children: the case of Uruguay

This issue of the FAL Bulletin deals with road safe ty and its impact on children by examining data collected on road safe ty in the Eastern Republic of Uruguay by the Gonzalo Rodríguez Foundation wi thin the framework of its EDU-CAR Road Safety Plan for Children.

Espaço urbano e a mobilidade das pessoas como construções sociais: aspectos estatísticos dos acidentes de trânsito com vítimas na Rodovia Federal BR 316

O trânsito é caracterizado como uma questão de saúde pública pela Organização Mundial da Saúde. O grande número de acidentes de trânsito não retira deste fato o status calamitoso que o mesmo detém, o que acaba por corroborar a preocupação das Nações Unidas em relação ao aumento progressivo da violência no trânsito, o que a fez proclamar a Década de Ação pela Segurança no Trânsito 2011/2020 em consequência da gravidade da situação, que vem ceifando mais vidas do que nos períodos de guerra, o que é corroborado pela constatação do crescimento em 24% do número total de óbitos por acidentes com transporte, no período de 2002 a 2010 pelo Sistema de Informações de Mortalidade da Organização Mundial da Saúde, revelando a importância social desta dissertação, que tem como objetivo identificar os fatores potencializadores de acidentes de trânsito com vitimizações fatais ocorridos na rodovia BR 316 nos quilômetros 21 ao 278, no período de 2010 a 2012. Para tanto, lançou-se mão de uma metodologia baseada em explorações teóricas aliadas a análises de informações provenientes do banco de dados da Polícia Rodoviária Federal que foram tratados a partir da aplicação de técnicas estatísticas descritivas e multivariadas a fim de confirmar a hipótese suscitada. Diante disto, pode-se concluir que o ano de 2011 foi o período marcado pelo maior número de ocorrências, ocorrências estas que se tornaram mais frequentes nos meses de junho, julho e dezembro, respectivamente, os quais se concentraram no turno da tarde e causados, sobretudo, pela falta de atenção, a desobediência à sinalização e a falta de guarda da distância de segurança; saliente-se o fato de que nos turnos da madrugada e noite os acidentes mais frequentes foram causados por ultrapassagens indevidas, condutores dormindo ao volante, defeitos na via e a ingestão de álcool e ainda vale antecipar, que nos intervalos de quilômetros de 41 a 50, 91 a 100, 101 a 110, 121 a 130, 141 a 150, 151 a 160, 201 a 210, 231 a 240, 251 a 260 e 261 a 270 da BR 316, é frequente que dos acidentes que ocorrem resultem dois ou mais feridos graves, sendo que destes feridos graves, nos intervalos de quilômetros 91 a 100 e 121 a 130, 221 a 230, dois ou mais venham a falecer. Desta forma, conclui-se que nos intervalos quilômetros 91 a 100 e 121 a 130, os feridos graves inevitavelmente faleceram. Diante disto, pode-se observar que o efetivo sentido de cidadania que deve ser dado às relações que se configuram a partir da utilização consciente do trânsito está perdido em meio a uma crise moral de sentidos, especialmente, em relação à obediência às leis de trânsito, o que acaba por transformar a rodovia BR 316 em um cenário de perdas iminentes de vidas, sobretudo, quando se remete ao fato de que todo o acidente de trânsito é previsível e evitável.

Desenvolvimento regional e sustentabilidade: a indústria intensiva em recursos naturais na região administrativa de Ribeirão Preto

The natural resource intensive industries have moved from center to periphery in Brazil. This shift is related to the environmental impacts generated by this type of industry, as occur biggest benefits to these industries in small towns as tax exemptions and donations of land, and local institutional capacity is lower in pollution control. In the 1970s began, in the state of São Paulo, a process of industrial deconcentration of Metropolitan Region of São Paulo to the inside of state, which generated an intense industrialization of the region of Campinas, Ribeirão Preto, Sorocaba e São José dos Campos. This process of industrial deconcentration had support in state policies restricting new industries in the Metropolitan Region and the creation and financing of infrastructure and improvement of road. This research project aims to verify whether there has been a shift of natural resource intensive industries for the Administrative Region of Ribeirão Preto, as well as aspects of the sustainability of this process

Efeito distrator do telefone celular sobre a condução simulada de automóveis: situações de uso manual e viva-voz

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Do charges to freight trucks and trains in the European Union reflect their social marginal costs? Application to the case of Spain

In the last few years, the European Union (EU) has become greatly concerned about the environmental costs of road transport in Europe as a result of the constant growth in the market share of trucks and the steady decline in the market share of railroads. In order to reverse this trend, the EU is promoting the implementation of additional charges for heavy goods vehicles (HGV) on the trunk roads of the EU countries. However, the EU policy is being criticised because it does not address the implementation of charges to internalise the external costs produced by automobiles and other transport modes such as railroad. In this paper, we first describe the evolution of the HGV charging policy in the EU, and then assess its practical implementation across different European countries. Second, and of greater significance, by using the case study of Spain, we evaluate to what extent the current fees on trucks and trains reflect their social marginal costs, and consequently lead to an allocative-efficient outcome. We found that for the average case in Spain the truck industry meets more of the marginal social cost produced by it than does the freight railroad industry. The reason for this lies in the large sums of money paid by truck companies in fuel taxes, and the subsidies that continue to be granted by the government to the railroads.

Analisi della rete di trasporto di Manduria: implementazione di un modello di simulazione

Il sistema viabile rappresenta una parte fondamentale nella dinamica dei trasporti al servizio della mobilità di trasporti e merci. La mobilità, ha fatto registrare ritmi di crescita sostenuti nel corso degli anni. Le trasformazioni sociali, del mercato del lavoro, lo sviluppo produttivo e commerciale, la posizione baricentrica tra le province jonca salentina e brindisina fanno di Manduria, una realtà dove è necessario prestare attenzione al sistema dei trasporti. Tuttavia la rete statale di vecchio stampo che risulta utilizzata, soprattutto da quote di mobilità interprovinciale per questioni di economicità del percorso e dal momento che manca una rete viaria ordinaria funzionale e scorrevole che colleghi in modo capillare il territorio fanno si che la Strada Statale 7ter risulti congestionata in maniera diffusa. La Superstrada di nuova costruzione sarebbe potuta essere un importante arteria stradale allacciandosi alla SS Taranto Brindisi Lecce collegando il sud della provincia Jonica in modo capillare ai comuni della provincia Taranto e Lecce, la quale non è stata ultimata ed avrebbe rappresentato una valida alternativa alla statale esistenti. Oltre a favorire i collegamenti tra il territorio jonico, brindisino e quello salentino, tale intervento sarebbe stato necessario per ridurre la componente di traffico di attraversamento di una serie di centri urbani, tra cui il Comune di Manduria. In questa tesi, sulla base dei dati raccolti dall’ultimo censimento nell’ambito provinciale e del Comune di Manduria, verrà implementato il funzionamento del Piano del Traffico stradale del Comune di Manduria e verranno condotte delle simulazioni, con l’ausilio del software di pianificazione di sistemi di trasporto stradale Omnitrans, versione demo, scaricabile gratuitamente dal sito www.omnitrans-international.com. Si ricercheranno stime sul funzionamento della rete, valutando la congestione del traffico ed eventualmente in termini di aumento della sicurezza e riduzione dell’inquinamento atmosferico.

La sicurezza delle strade esistenti: il caso dell'intersezione GUASTALLA - LOSI - MANZONI nel Comune di Carpi

La presente tesi tratta delle analisi di sicurezza delle intersezioni sia esistenti, sia di nuova progettazione. Nel primo capitolo vengono definite le intersezioni secondo il D.M. 19-04-06 “Norme funzionali e geometriche per la costruzione delle intersezioni stradali”. Sono descritte le manovre possibili, le problematiche ed i punti di conflitto che si vengono a creare durante l’attraversamento, definendo le varie tipologie. Successivamente si affronta una classificazione tipologica delle intersezioni rappresentando per mezzo di una matrice simbolica tutti i possibili nodi. Questi vengono suddivisi in base alla possibilità di connessione. Ampio spazio è dato alla descrizione dell’intersezione a raso dove vengono esaminate le caratteristiche geometriche tra cui le configurazioni delle corsie e le tipologie di isole divisionali. Vengono esaminate le particolarità dell’intersezione semaforizzata definendo il ciclo semaforico e gli elementi che lo compongono, la fasatura, il livello di servizio (LOS), il ritardo, definendo gli elementi che lo compongono per mezzo di formule empiriche. Nella seconda parte del capitolo viene descritta l’intersezione a rotatoria in base al D.M. 19-04-06. Inizialmente si introduce l’argomento con nozioni storiche a carattere informativo, quindi si da una classificazione generale degli elementi che la caratterizzano. Viene descritta l’isola divisionale spiegandone la tipologia costruttiva e rappresentando i parametri di classificazione geometrica. A titolo di esempio sono state inserite varie rappresentazioni di rotatorie suddivise per tipologie costruttive. Nell’ultima parte viene affrontato l’elemento rotatoria definendo la distanza di visibilità e i criteri per il calcolo della capacità. Il secondo capitolo parla delle analisi di sicurezza delle intersezioni. Inizialmente viene descritta la circolare 3699 “Linee guida per le analisi di sicurezza delle strade” definendo il concetto di analisi di sicurezza ed esaminando le differenze tra le due tipologie di analisi: Road safety review e Road safety audit. In seguito si descrivono gli obbiettivi dell’analisi di sicurezza, vantaggi e svantaggi e la valutazione dell’approccio concettuale. Viene descritta più approfonditamente la tipologia del Road safety review evidenziando l’utilità, gli elementi che la caratterizzano, le figure professionali che prendono parte a queste analisi con le azioni che devono seguire. Dopo si analizzano i criteri per affrontare gli studi sulla sicurezza e le fasi per le procedure di analisi. Si procede con la descrizione di una tipologia di ispezione, analizzando le problematiche e la stesura del rapporto di analisi con la descrizione dei tempi di attuazione. Nella parte centrale del capitolo viene descritta la direttiva del parlamento europeo e del consiglio sulla gestione della sicurezza delle infrastrutture stradali con i relativi obbiettivi che si prefigge. Vengono riportati i 13 articoli che si compone con i relativi 4 allegati inerenti a: - Valutazione di impatto sulla sicurezza; - Audit della sicurezza stradale; - Gestione dei tratti stradali ad alto rischio, gestione della sicurezza della rete e ispezione di sicurezza; - Dati che devono figurare nelle relazioni di incidenti. L’ultimo argomento preso in esame riguarda le norme per gli interventi di adeguamento delle strade esistenti. Vengono descritte le categorie di intervento e gli obbiettivi da raggiungere distinguendoli in obbiettivi prestazionali, di funzionalità operativa e sicurezza della circolazione. Vengono affrontate le caratteristiche e le differenze tra interventi strutturali e non strutturali con i relativi obbiettivi valutando gli effetti che si ottengono dall’adeguamento delle strade. Successivamente vengono descritte le campagne di monitoraggio con le relative procedure e tempistiche. Infine si valutano le responsabilità degli interventi. Nel capitolo 3 viene descritta l’analisi dello stato di fatto. Si è proceduto con la classificazione della infrastruttura descrivendo i tratti di strada interessati dall’intervento ed utilizzando delle foto per individuare alcune problematiche emerse nell’intersezione. Utilizzando l’elaborato “azzonamento del territorio comunale di Carpi” è stata descritta la zona oggetto di studio. Poi con la macroclassificazione del territorio con scala 1:10000 viene mostrato graficamente il territorio urbanizzato, in corso di urbanizzazione e a destinazione urbana. L’ultimo elaborato preso in esame riguarda la classificazione acustica del territorio. Infine si è proceduto con l’analisi del traffico e di incidentalità. Utilizzando i dati rilevati dalla polizia municipale del comune di Carpi sono stati costruiti i grafici e studiati gli andamenti nel periodo di tempo di riferimento dal 2000 al 2008. Utilizzando poi i dati dei flussi di traffico si sono analizzati le tipologie e i volumi di traffico nell’intersezione. Nell’ultimo capitolo viene studiato il Road safety review dell’intersezione. Si procede con una descrizione generale dell’intersezione, e si prosegue poi con l’individuazione delle problematiche lungo il tracciato. Inizialmente sono state scattate numerose foto nella zona interessata poi sono state divise per tipologia di problema. Per ogni problema si è cercato una soluzione descrivendo e motivando la scelta. Nelle conclusioni si sono descritti i risultati ottenuti nell’analisi di sicurezza elencando le principali raccomandazioni emerse dall’analisi.

Laboratory verification of predicted permanent deformation in asphalt materials following climate change.

In the past a change in temperature of 5°C most often occurred over intervals of thousands of years. According to estimates by the IPCC, in the XXI century is expected an increase in average temperatures in Europe between 1.8 and 4.0°C in the best case caused by emissions of carbon dioxide and other GHG from human activities. As well as on the environment and economic context, global warming will have effects even on road safety. Several studies have already shown how increasing temperature may cause a worsening of some types of road surface damages, especially rutting, a permanent deformation of the road structures consisting in the formation of a longitudinal depression in the wheelpath, mostly due to the rheological behavior of bitumen. This deformation evolves during the hot season because of the heating capacity of the asphalt layers, in fact, the road surface temperature is up to 24°C higher than air. In this thesis, through the use of Wheeltrack test, it was studied the behavior of some types of asphalt concrete mixtures subjected to fatigue testing at different temperatures. The objectives of this study are: to determine the strain variation of different bituminous mixture subjected to fatigue testing at different temperature conditions; to investigate the effect of aggregates, bitumen and mixtures’ characteristics on rutting. Samples were made in the laboratory mostly using an already prepared mixtures, the others preparing the asphalt concrete from the grading curve and bitumen content. The same procedure was performed for each specimen: preparation, compaction using the roller compactor, cooling and heating before the test. The tests were carried out at 40 - 50 - 60°C in order to obtain the evolution of deformation with temperature variation, except some mixtures for which the tests were carried out only at 50°C. In the elaboration of the results were considered testing parameters, component properties and the characteristics of the mixture. Among the testing parameters, temperature was varied for each sample. The mixtures responded to this variation with a different behavior (linear logarithmic and exponential) not directly correlated with the asphalt characteristics; the others parameters as load, passage frequency and test condition were kept constant. According to the results obtained, the main contribution to deformation is due to the type of binder used, it was found that the modified bitumen have a better response than the same mixtures containing traditional bitumen; to the porosity which affects negatively the behavior of the samples and to the homogeneity ceteris paribus. The granulometric composition did not seem to have interfered with the results. Overall has emerged at working temperature, a decisive importance of bitumen composition, than the other characteristics of the mixture, that tends to disappear with heating in favor of increased dependence of rutting resistance from the granulometric composition of the sample considered. In particular it is essential, rather than the mechanical characteristics of the binder, its chemical properties given by the polymeric modification. To confirm some considered results, the maximum bulk density and the air voids content were determined. Tests have been conducted in the laboratories of the Civil Engineering Department at NTNU in Trondheim according to European Standards.