Normalização dos trabalhos de demolição: proposta de elaboração de um modelo de um plano de demolição

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil Especialização em Edificações

Guia para a descconstrução de edifícios

Num passado relativamente recente, o processo de demolição tem experimentado várias mudanças, que incidem principalmente na forma como o edifício ou estrutura vai ser demolido. Mais recentemente, o surgimento das preocupações ambientais levam hoje a falar de "desconstrução", em função do prejuízo das demolições. O termo desconstrução é usado para descrever o processo de desmantelamento e remoção seletiva de materiais de construção em vez da demolição tradicional. O sucesso da desconstrução vem em função do planeamento antecipado, da aplicação contínua das regras de segurança e da formação e informação para todos os trabalhadores. A triagem de materiais de demolição é de certa forma imposta pela preocupação das empresas que contribuem para a economia de recursos naturais. Esta metodologia é uma melhoria contínua, porém muito mais diversificados os materiais obtidos e a sua heterogeneidade. A correta gestão do fluxo de resíduos de construção e demolição é importante e o seu interesse na reciclagem de resíduos tem aumentado constantemente. Esse interesse é dirigido pelo grande volume desses materiais, os custos associados e uma maior consciência das oportunidades de reciclar. Auxiliando também no desenvolvimento dos mercados locais para os resíduos, tanto para os materiais que são diretamente reutilizados, como os que são reciclados, sendo novamente aplicados na construção civil. Esta dissertação aborda os métodos comummente utilizados na demolição de edifícios que dão mais atenção ao planeamento e execução dos trabalhos de demolição, garantindo a segurança no local de trabalho.

Hiilijalanjäljen laskeminen purku- ja korjausrakentamiskohteille

Tämä opinnäytetyö on tehty yhteistyössä Lappeenrannan teknillisen yliopiston ja Enviroc Oy:n kanssa. Työn tarkoituksena on ollut kehittää suomalaisiin olosuhteisiin soveltuva laskentamalli purku- ja korjausrakentamiskohteiden hiilijalanjäljelle. Kehitettyä mallia voi käyttää yrityksessä lainsäädännön vaatimusten noudattamisen todentamiseen sekä purku- ja korjausrakentamiskohteiden toimintatapojen vertailuun. Työssä käsitellään purku- ja korjausrakentamiskohteiden hiilijalanjälkeen vaikuttavia asioita, joita ovat työmaan energiankulutus sekä syntyvien jätteiden lajittelu, kuljetukset, käsittely ja hyödyntäminen tai loppusijoitus. Laskentamalli on kehitetty laskemalla esimerkkikohteille hiilijalanjäljet elinkaarimallintamisen avulla. Työssä on tarkasteltu myös vaihtoehtoisia jäteskenaarioita sekä laskentamallin luotettavuutta. Työn lopputuloksena on saatu kolmen eri kokoluokan esimerkkikohteen hiilijalanjäljet ja laskentamallin periaatekaaviot. Jätteiden toimituspisteiden ja jätejakeiden kulkureittien vaihtelevuuden sekä eri kohteista muodostuvien erityyppisten jätejakeiden johdosta yhden kokonaisvaltaisen laskentamallin kehittäminen on haasteellista. Myös tietojen hankinta kohteista ja jatkokäsittelyistä ja etenkin primääritietojen saaminen on ongelmallista. Tämänhetkinen laskentamalli perustuu enimmäkseen sekundääritietoihin ja arvioihin, joten mallin luotettavuuden lisäämiseksi olisi panostettava primääritiedon määrän lisäämiseen. Laskennan perusteella jäteskenaariovaihtoehdoista lajitteleva toimintamalli osoittautui hiilijalanjäljen kannalta suotuisimmaksi pienemmissä kohteissa ja käsittelylaitospainotteinen malli suuressa kohteessa. Merkittäviä tekijöitä kohteiden hiilijalanjälkien muodostumiselle olivat metallien käsittely, jätteiden poltto sekä neitsytraaka-aineista valmistetun teräksen ja fossiilisten polttoaineiden vältetyt päästöt. Merkittävimmiksi kasvihuonekaasuiksi purku- ja korjausrakentamiskohteiden laskennassa osoittautuivat hiilidioksidin lisäksi halogenoidut hiilivedyt ja metaani.

Legal Aspects which Implement Good Practice Measures in the Management of Construction and Demolition Waste

The construction industry, one of the most important ones in the development of a country, generates unavoidable impacts on the environment. The social demand towards greater respect for the environment is a high and general outcry. Therefore, the construction industry needs to reduce the impact it produces. Proper waste management is not enough; we must take a further step in environmental management, where new measures need to be introduced for the prevention at source, such as good practices to promote recycling. Following the amendment of the legal frame applicable to Construction and Demolition Waste (C&D waste), important developments have been incorporated in European and International laws, aiming to promote the culture of reusing and recycling. This change of mindset, that is progressively taking place in society, is allowing for the consideration of C&D waste no longer as an unusable waste, but as a reusable material. The main objective of the work presented in this paper is to enhance C&D waste management systems through the development of preventive measures during the construction process. These measures concern all the agents intervening in the construction process as only the personal implication of all of them can ensure an efficient management of the C&D waste generated. Finally, a model based on preventive measures achieves organizational cohesion between the different stages of the construction process, as well as promoting the conservation of raw materials through the use and waste minimization. All of these in order to achieve a C&D waste management system, whose primary goal is zero waste generation

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.

The incorporation of construction and demolition wastes as recycled mixed aggregates in non-structural concrete precast pieces

Concern for the environment has lately heightened awareness about the need for recycling in the construction industry. However, some standards, such as the Spanish standard, only accept the recycling of aggregates derived from concrete, which limits the extensive use of construction and demolition waste, which are produced in much bigger volumes. The aim of this work was to explore the possibility of using recycled mixed aggregates (RMA) in the preparation of precast non-structural concretes. To that end different percentages of natural aggregate were replaced by RMA in non-structural elements (25, 50, 75 and 100%). Contents of cement, water, and the dosages commonly used by companies were unchanged by the introduction of RMA. The characterization of the prepared elements has been done using the specific tests for each type of non-structural element (terrazzo for indoor use, hollow tiles, kerbstones and paving blocks): compression and flexural strength, water absorption, dimensional tolerances, abrasion and slipping resistance. The paving blocks, kerbstones, and hollow tiles prepared were tested for 360 days. The stability of the tested properties confirmed the possibility of using these wastes on an industrial scale satisfying the standard requirements. However, the surface of terrazzo with RMA is not as good as that prepared with natural aggregate.

Old Main Hospital Demolition, slide # 9, 5/89

[crane with wrecking ball is about to start knocking down building]