Construction safety : development of an assessment tool to reduce risk on building sites

Australian construction and building workers are exposed to serious workplace risks - including injury, illness and death - and although there have been improvements in occupational health and safety (OHS) performance over the past 20 years, the injury and fatality rate in the Australian construction industry remains a matter of concern. The concept of safety culture is rapidly being adopted in the industry, including recognising the critical role that organisational leaders play in overall safety performance. This paper reviews recent research in construction safety leadership and provides some examples and applications relevant to risk reduction in the workforce. By focusing on developing safety competency in those that fulfil safety critical roles, and clearly articulating the relevant safety management tasks, leaders can positively influence the organisation’s safety culture. Finally, some promising research on Safety Effectiveness Indicators (SEIs) may be an industry-friendly solution to reducing workplace risks across the industry, by providing a credible, accurate, and timely measure of safety performance.

Estate of Mr. W.V. Kelley. Plan of proposed improvement, showing building sites, drives, pond and property divisions

Red, black ink on linen; signed; 112 x 72 cm; Scale: 1" = 100' [from photographic copy by Lance Burgharrdt]

House building productivity : a study of labour requirements on Scottish house building sites using activity sampling methods

This study is concerned with labour productivity in traditional house building in Scotland. Productivity is a measure of the effective use of resources and provides vital benefits that can be combined in a number of ways. The introduction gives the background to two Scottish house building sites (Blantyre and Greenfield) that were surveyed by the Building Research Establishment (BEE) activity sampling method to provide the data for the study. The study had two main objectives; (1) summary data analysis in average manhours per house between all the houses on the site, and (2) detailed data analysis in average manhours for each house block on the site. The introduction also provides a literature review related to the objectives. The method is outlined in Chapter 2, the sites are discussed in Chapter 3, and Chapter 4 covers the method application on each site and a method development made in the study. The summary data analysis (Chapter 5) compares Blantyre and Greenfield, and two previous BEE surveys in England. The main detailed data analysis consisted of three forms, (Chapters 6, 7 and 8) each applied to a set of operations. The three forms of analysis were variations in average manhours per house for each house block on the site compared with; (1) block construction order, (2) average number of separate visits per house made by operatives to each block to complete an operation, and (3) average number of different operatives per house employed on an operation in each block. Three miscellaneous items of detail data analysis are discussed in Chapter 9. The conclusions to the whole study state that considerable variations in manhours for repeated operations were discovered, that the numbers of visits by operatives to complete operations were large and that the numbers of different operatives employed in some operations were a factor related to productivity. A critique of the activity sampling method suggests that the data produced is reliable in summary form and can give a good context for more detailed data collection. For future work, this could take the form of selected operations, with the context of an activity sampling survey, that wuld be intensively surveyed by other methods.

[Map of part of Brightwood, Washington D.C., showing houses, apartment buildings, and building sites].

Partial cadastral map showing zoning boundary.

Siting new coal-fired power plants in Illinois : profiles of potential Illinois sites : a report of the Illinois Energy Cabinet.

"July 2002"

Environmental do's and don'ts on construction sites.

Cover title.

No more Labor heartland?

Growing up, my family worshipped at the altar of unionism. My parents embraced ‘working class’ as an active social position not as a step on the aspirational treadmill. In those days and in the areas where I lived, it was nothing special. It was a given that everyone was in a union and voted Labor, manning factories and building sites and marching or striking when the need arose...

Standardization of procurement: National or international?

The ISO has issued a Draft International Standard on construction procurement and the British Standards Institute is drafting a standard based upon this for use in the UK. Three questions arise from these observations. First, what kind of consultation processes would be adequate to ensure that such a standard meets the requirements of an industry as diverse as construction? Second, why would an international standard be inappropriate for use in a country like UK? Third, what sort of issues should such a standard seek to cover? There are strong precedents for process standards, such as quality assurance, design management and workmanship on building sites. So the idea of a standard on procurement is not unusual. Moreover, there are many differences in tendering and procurement practice that are wasteful and even collusive or illegal. These issues are explored with a view to offering insights and suggestions for guidance based on the experiences in UK. The research method is first-hand observation of the drafting committee who are dealing with the British Standard. As an example to test and inform the standardization concept, six different standard guidance documents on tendering procedures are compared. This reveals a significant degree of diversity, and based on this, nine stages for implementing a tendering procedure are derived.

Técnica de programação e controle da construção repetitiva, linha de balanço, estudo de caso de um conjunto habitacional

Este trabalho apresenta uma técnica de programação e controle da construção repetitiva denominada Linha de Balanço. E uma técnica, surgida na indústria fabril, onde a produção em série e em grande escala exige a organização dos métodos de produção e a racionalização do trabalho. O estudo, inicialmente, modela o trabalho de construção de unidades repetitivas, salientando os problemas de organização e administração destes empreendimentos. Num segundo momento, são apresentados os princípios teóricos da técnica com aplicações práticas da programação. Por fim, é analisada a metodologia usual de construção de conjuntos habitacionais através de um estudo de caso e, observadas as condições de aplicação da técnica da Linha de Balanço, não exigindo mudificações muito profundas na atual ação gerencial neste tipo de obra. As conclusões esboçadas confirmam as vantagens da técnica da Linha de Balanço para estes empreendimentos e propõem a sua utilização na organização do trabalho nos canteiros repetitivos.

As perdas de materiais na construção de edificações : sua incidência e seu controle

O presente trabalho consiste em uma análise das perdas de materiais na construção de edificações. Inicialmente, são classificados os diferentes tipos de perdas de materiais e apresentados os resultados de pesquisas já realizadas sobre o assunto. São discutidos, também, alguns princípios do gerenciamento das materiais e apresentados conceitos relativos a sistemas de controle. É apresentada a metodologia e os resultados de um estudo realizado em cinco canteiros de obras, situados na cidade de Porto Alegre, no qual foram levantados índices e causas de incidências de perdas de materiais. A pesquisa realizada demonstrou que há consideráveis variações em relação à incidência de perdas para diferentes insumos e de um mesmo insumo para diferentes canteiros. Estes índices são bastante elevados em comparação com os valores apontados pela bibliografia. Este estudo demonstrou, também, que existem oportunidades de redução das perdas de materiais através de melhorias no manuseio e estacagem de materiais e, principalmente, através de aplicação de métodos que possibilitem a identificação e o controle das perdas durante o processo construtivo. Por fim,é apresentado um conjunto de diretrizes para a implementação de um sistema de controle de perdas de materiais para a construcão de edificações

Método de avaliação do gerenciamento de resíduos em canteiro de obras da construção civil : proposta baseada em empresas construtoras da cidade de Natal-RN

According to great concern between the developed industrial activities and resultant impacts over the environment, an association of several factors have occurred, procedures to the efficient management of the rotation between economical development and the environment have been improved. A research in field have been realized inside building sites of companies in order to provide knowledge about the implemented and accomplish actions according to the resolution from CONAMA nº307. Trough the interview among the representations of the companies and photographic survey in loco, such as, what makes the companies implement this management, reutilization and recycling, transport and disposition. The present study had as objective: analyze the insertion of the used tools to residuals management, proposing improvements, in a way that it can be easily identified during the procedures execution in the building sites of the building companies of the city of Natal/RN. To reach the goal, in the first place a revision of the pertinent literature was performed; there for, it can be seen the relation between residues management and environment sustainability, once it happens in a continued way it may prevent the waste and reduces the risk that the activities way bring to the employees, community and environment; once found the great difficult faced with regard to labors, material, equipment, project, planning, costumer s interference, furnisher. And still, it could be verified wich materials generate greater indexes of residues in the works and the main occurrences of waste and loss. However a greater transparency is needed coming from the high administration in the commitment with the continued actions, to make it so, there must be a cultural change inside the company. There for there will be a greater productivity and quality of the under taking such as costumer s satisfaction

Análise crítica da implantação do programa de condições ambientais de trabalho na indústria da construção, NR 18 em empresas prestadoras de serviços no setor de saneamento básico

A análise objetivou traçar um perfil global do setor de saneamento básico, procurando apontar um padrão do atendimento da NR 18 em seus canteiros de obras. Também foram identificadas diferentes posturas em relação à norma estudada e às causas que as originaram, como falta de fiscalização, carência de empresas fornecedoras de equipamentos de proteção, etc. Os resultados da pesquisa mostraram que, mesmo sabendo da sua importância, a indústria da construção ainda apresenta índices de acidentes relativamente elevados. Ao analisarmos esse contexto, a pesquisa realizou levantamento do cumprimento dessa norma em empresas prestadoras de serviços do setor de saneamento básico, na região metropolitana da cidade de Belém, totalizando 10 canteiros de obras. Este trabalho apresenta um método para a realização da análise em canteiros de obras, que consiste basicamente da aplicação de três ferramentas: lista de verificação (check-list), entrevista e registro fotográfico dos problemas encontrados, verificando o comportamento dessas 10 (dez) empresas em relação à aplicação da NR 18. Além do aperfeiçoamento das ferramentas, as aplicações comprovaram a validade do método, podendo-se considerar que este cumpre com eficiência a função de analisar os canteiros de obras de prestadoras de serviços do setor de saneamento básico.

Considerações e avaliações das solicitações em estruturas de edificações de paredes de concreto pré-moldado utilizando o modelo de pórtico tridimensional: estudo de caso

The present study is in reference to precast concrete (panels) walls as the main structural system. The diversification of the structural systems is a reality due to specific characteristics', as a result there is a lack of study and analysis. Some systems are already established in their applications, for instance: conventional reinforced concrete, structural masonry, metal structures, and wood structure. Apart from this precast concrete elements has had a growth in building sites in Brazil, therefore professionals should be more aware. Affordable house funding initiatives to address the housing shortage has been recurrent throughout the country, additionally precast concrete walls has been an alternative that meets the three basic concepts of engineering, which are: the technique, economy, and security. The objective of this study is to gather concepts from the literature and TOMO (2012) about precast concrete walls and make a didactic synthesis of how they are viewed. The modeling structure method of the system was performed following the concept of assigning bars, using the computer program of calculations SAP2000. Initially will be presented a theoretical part, furthermore a case study to illustrate the sizing of the walls using EXCEL tables programmed with calculation routine. The results will be presented in calculated efforts by the program for further analysis. Finally, will be highlighted important items of modeling and interpretation of the results

Technical Challenges in the Construction of Gothic Vaults: The Gothic Theory of Structural Design

The construction of a Gothic vault implied the solution of several technical challenges. The literature on Gothic vault construction is quite large and its growth continues steadily. The main challenge of any structure is that, during and after construction, it must be "safe", that is, it must not collapse. Indeed, it must be amply safe, able to support different loads for long periods of time. Masonry architecture has shown its structural safety for centuries or millennia. The Pantheon of Rome stands today after almost 2,000 years without having needed any structural reinforcement (of course, the survival of any building implies continuous maintenance) . Hagia Sophia in Istanbul, finished in the 6th century AD, has withstood not only the dead loads but also many severe earthquakes . Finally, the Gothic cathedrals, with their appearance of weakness, are• more than a half millennium old. The question arises of what the source of this amazing strength is and how the illiterate master masons were able to design such daring and safe structures . This question is usually evaded in manuals of Gothic architecture. This is quite surprising, the structure being a fundamental part of Gothic buildings. The present article aims to give such an explanation, which has been studied in detail elsewhere. In the first part, the Gothic design methods "V ill be discussed. In the second part, the validity of these methods wi11 be verified within the frame of the modern theory of masonry structures . References have been reduced to a minimum to make the text simpler and more direct.

Assessing construction and demolition waste on masonry works to avoid future generation

The difficulty of dealing with construction and demolition waste (CDW) on construction sites is not new and continues to be a significant environmental problem. Currently the CDW collection system in Spain is done in a decentralized manner by each sub-contracted company, being necessary to implement effective waste management measures ensuring a correct management and minimization. During the last years several measures have been launched in order to improve and encourage the reuse and recycling of CDW. A widespread solution for CDW recovery is using them as a landscaping aggregate or for road bases and sub-bases. However, measures encouraging onsite prevention still need to be enhanced. This paper studies the major work stage generating CDW and analyses the categories of CDW produced during its execution. For this, several real building sites have been analysed in order to quantify the estimation of CDW generated. Results of this study show that a significant contributor to the CDW generation on building construction sites in Spain are the masonry works. Finally, a Best Practices Manual (BPM) is proposed containing several strategies on masonry works aimed not only at CDW prevention, but also at improving their management and minimization. The use of this BPM together with the Study and Plan of CDW management --required by law--, promotes the environmental management of the company, favouring the cohesion of the construction process organization at all stages giving rise to establishing responsibilities in the field of waste and providing a greater control over the process. Keywords: construction and demolition waste, management, masonry works, good practice measures, prevention.