Reuse of vacant agro-industrial buildings. The case of the public slaughterhouses in Spain

Nearly 3000 slaughterhouses (74% of them public facilities) were built in Spain during the last decades of the nineteenth century and the first half of the twentieth century. The need to comply with new technical requirements and regulations on the hygiene of the meat passed in the 70s and the gradual replacement of public facilities by larger and more modern private slaughterhouses have subsequently led to the closure and abandonment of many of these buildings. Public slaughterhouses generally consisted of several single-storey and open-plan buildings located around a courtyard. Although originally they were preferably located on the outskirts of the towns, many slaughterhouses are now placed inside the built up areas, due to the urban development. The present work aims to contribute to a better understanding of these agro-industrial buildings and to provide ideas for their conservation and reuse. A review on the historical evolution and the architectural features of the public slaughterhouses in Spain is presented and different examples of old vacant slaughterhouses reused to accommodate libraries, offices, community centres, exhibition halls or sports centres, among others, are shown in the paper.

Industrial buildings; the architectural record of a decade,

Articles from the Architectural record, 1940 through 1949.

Available industrial buildings in Wisconsin.

WI docs. no.: DEV 2.6/2:B 8/1958-1977.

Concrete for industrial buildings and garages.

Mode of access: Internet.

Desarrollo de sistemas constructivos de aplicación al edificio industrial del futuro: su adaptabilidad a los sistemas de producción.

[EN]In this project are going to be defined some needs of the industry, now and in the future, and, then, an analysis of the solutions is going to be done, creating a small guide of design. Firstly, is going to be defined what the modern industry is and then, and using that definition, the needs of the new industry are going to be defined. Secondly, different examples of modern industrial buildings will be analyzed taking into account the needs of the industry previously defined. This project could help anyone to understand better the importance of the buildings in the new industry and how are them changing because the evolution of the containers is, at least, the evolution of the industry.

Disseny d’una nau industrial amb estructura i fonamentació de formigó prefabricat

L’objectiu d’aquest treball és realitzar un projecte on es buscaran diferents tipus de sabates prefabricada de formigó que hi ha en el mercat, per tal de seleccionar la més adequada a través d’una sèrie de càlculs, tant des del punt de vista tècnic, de facilitat de muntatge i de transport, com econòmic, i d’aquesta manera arribar a una solució. Aquest projecte és un subprojecte d’un altre que correspon a la construcció de la totalitat de la nau industrial prefabricada. Per tant, la part important d’aquest projecte és l’estudi de les sabates prefabricades de formigó, el qual, es realitzarà partint d’una informació addicional, que aparentment sembla poc important, però, en realitat, és imprescindible per dur-lo a terme

Projecte d’ampliació i acondicionament d’una nau industrial destinada a processos metal•lúrgics

El present projecte pretèn ampliar i condicionar una nau industrial existent, destinada a processos metal•lúrgics, propietat de l’empresa Muntatges Industrials Palafolls, SCP. L’establiment es troba situat al polígon Industrial de Can Baltasar, en el municipi de Palafolls. Per tal de dur a terme aquestes modificacions, s’enderrocaran els departaments existents i es dimensionaran en una nova ubicació dintre del recinte de l’establiment. Es dimensionarà una nova estructura per a sustentar un pont grua de 10 tn, situada a l’interior de la nau. A més a més, es dimensionaran les instal•lacions elèctriques i contra incendis de l’establiment. El projecte contindrà tota la documentació necessària per a dur a terme l’ampliació i remodelació de la nau industrial i la instal•lació del pont grua.

Projecte de nau industrial sostenible

La majoria de naus industrials són edificis contenidors, senzills, modulars i, sobretot, concebuts com a edificis rendibles, sense tenir en compte criteris de protecció del medi ambient. En el projecte s’ha optat per fer el disseny i càlcul d’una nau industrial prefabricada de formigó armat per a la fabricació de maquinària per la indústria agroalimentària, amb dos nivells d’oficines, zona de producció amb pont grua, laboratoris i magatzems amb una superfície total aproximada de 1800 m². Per tal que sigui un edifici sostenible, s’ha optat per la instal·lació de plaques solars fotovoltaiques, aïllament tèrmic, aprofitament d’aigües plujanes, gestió de residus, aprofitament òptim, il·luminació natural, estalvi d’energia a causa d'una bona gestió dels recursos energètics

Occupant health and productivity : an Australian perspective

The issue of whether improved building services such as air quality, provision of daylight, thermal comfort etc, have a positive impact on the health and productivity of building occupants is still an open question. There is significant anecdotal evidence supporting the notion that health and productivity of building occupants can be improved by improving the quality of the indoor environment, but there are actually few published quantitative studies to substantiate this contention. This paper reports on a comprehensive review of the worldwide literature which relates health of building occupants with the different aspects of the indoor environment which are believed to impact of these issues, with a particular focus on studies in Australia, The paper analyses the existing research and identifies the key deficiencies in our existing understanding of this problem. The key focus of this research is office and school buildings, but the scope of the literature surveyed includes all commercial buildings, including industrial buildings. There is a notable absence of detailed studies on this link in Australian buildings, although there are studies on thermal comfort, and a number of studies on indoor air quality in Australia, which do not make the connection to health and productivity. Many international studies have focused on improved lighting, and in particular the provision of daylight in buildings, but again there are few studies in Australia which focus in this area.

Structural behaviour and design of cold-formed steel beams at elevated temperatures

Cold-formed steel members are extensively used in the building construction industry, especially in residential, commercial and industrial buildings. In recent times, fire safety has become important in structural design due to increased fire damage to properties and loss of lives. However, past research into the fire performance of cold-formed steel members has been limited, and was confined to compression members. Therefore a research project was undertaken to investigate the structural behaviour of compact cold-formed steel lipped channel beams subject to inelastic local buckling and yielding, and lateral-torsional buckling effects under simulated fire conditions and associated section and member moment capacities. In the first phase of this research, an experimental study based on tensile coupon tests was undertaken to obtain the mechanical properties of elastic modulus and yield strength and the stress-strain relationship of cold-formed steels at uniform ambient and elevated temperatures up to 700oC. The mechanical properties deteriorated with increasing temperature and are likely to reduce the strength of cold-formed beams under fire conditions. Predictive equations were developed for yield strength and elastic modulus reduction factors while a modification was proposed for the stressstrain model at elevated temperatures. These results were used in the numerical modelling phases investigating the section and member moment capacities. The second phase of this research involved the development and validation of two finite element models to simulate the behaviour of compact cold-formed steel lipped channel beams subject to local buckling and yielding, and lateral-torsional buckling effects. Both models were first validated for elastic buckling. Lateral-torsional buckling tests of compact lipped channel beams were conducted at ambient temperature in order to validate the finite element model in predicting the non-linear ultimate strength behaviour. The results from this experimental study did not agree well with those from the developed experimental finite element model due to some unavoidable problems with testing. However, it highlighted the importance of magnitude and direction of initial geometric imperfection as well as the failure direction, and thus led to further enhancement of the finite element model. The finite element model for lateral-torsional buckling was then validated using the available experimental and numerical ultimate moment capacity results from past research. The third phase based on the validated finite element models included detailed parametric studies of section and member moment capacities of compact lipped channel beams at ambient temperature, and provided the basis for similar studies at elevated temperatures. The results showed the existence of inelastic reserve capacity for compact cold-formed steel beams at ambient temperature. However, full plastic capacity was not achieved by the mono-symmetric cold-formed steel beams. Suitable recommendations were made in relation to the accuracy and suitability of current design rules for section moment capacity. Comparison of member capacity results from finite element analyses with current design rules showed that they do not give accurate predictions of lateral-torsional buckling capacities at ambient temperature and hence new design rules were developed. The fourth phase of this research investigated the section and member moment capacities of compact lipped channel beams at uniform elevated temperatures based on detailed parametric studies using the validated finite element models. The results showed the existence of inelastic reserve capacity at elevated temperatures. Suitable recommendations were made in relation to the accuracy and suitability of current design rules for section moment capacity in fire design codes, ambient temperature design codes as well as those proposed by other researchers. The results showed that lateral-torsional buckling capacities are dependent on the ratio of yield strength and elasticity modulus reduction factors and the level of non-linearity in the stress-strain curves at elevated temperatures in addition to the temperature. Current design rules do not include the effects of non-linear stress-strain relationship and therefore their predictions were found to be inaccurate. Therefore a new design rule that uses a nonlinearity factor, which is defined as the ratio of the limit of proportionality to the yield stress at a given temperature, was developed for cold-formed steel beams subject to lateral-torsional buckling at elevated temperatures. This thesis presents the details and results of the experimental and numerical studies conducted in this research including a comparison of results with predictions using available design rules. It also presents the recommendations made regarding the accuracy of current design rules as well as the new developed design rules for coldformed steel beams both at ambient and elevated temperatures.

Numerical modelling and design of unlined cold-formed steel wall frames

Cold-formed steel wall frame systems using lipped or unlipped C-sections and gypsum plasterboard lining are commonly utilised in the construction of both the load bearing and non-load bearing walls in the residential, commercial and industrial buildings. However, the structural behaviour of unlined and lined stud wall frames is not well understood and adequate design rules are not available. A detailed research program was therefore undertaken to investigate the behaviour of stud wall frame systems. As the first step in this research, the problem relating to the degree of end fixity of stud was investigated. The studs are usually connected to the top and bottom tracks and the degree of end fixity provided by these tracks is not adequately addressed by the design codes. A finite element model of unlined frames was therefore developed, and validated using full scale experimental results. It was then used in a detailed parametric study to develop appropriate design rules for unlined wall frames. This study has shown that by using appropriate effective length factors, the ultimate load and failure modes of the unlined studs can be accurately predicted using the provisions of Australian or American cold-formed steel structures design codes. This paper presents the details of the finite element analyses, the results and recommended design rules for unlined wall frames.