Diseño arquitectónico y protección en caso de incendio: desarrollo normativo español en materia de evacuación en los siglos XIX y XX

Esta es la búsqueda de respuestas a esa duda constante: De dónde venimos y que hemos ido dejando por el camino. ¿Está todo claro en este recorrido o hemos actuado por acumulación de errores heredados de procesos anteriores? Es la investigación a través del descubrimiento de nuestro pasado, de nuestros orígenes en materia de seguridad de protección contra incendios, y sobre todo de ejecución de una arquitectura pensada para ser recorrida con mayor seguridad y ser evacuada en un tiempo razonable. El trabajo investiga, a nivel nacional, la evolución de la sociedad y sus efectos sobre la manera de interpretar el problema de la seguridad contra incendios en los edificios. El interés fundamentalmente es poner en claro todos aquellos aspectos que afectan a la evacuación de las personas. Para ello se han estudiado los principales hitos de actuación, las preocupaciones principales surgidas en cada momento y las soluciones adoptadas. Se ha comprobado su aplicación o su demora hasta que se ha producido el siguiente gran suceso que ha motivado una nueva revisión de los procedimientos de diseño y control. En primer lugar, tratando de relacionar los incendios fundamentales que han influido en nuestra forma de abordar el problema en distintos momentos de la historia de España. En segundo lugar, haciendo un recorrido sobre la figura del arquitecto y su participación en los medios de control y legislación sobre la manera de intervenir en el servicio de incendios o de resolver los edificios en materia de protección contra incendios o evacuación de sus ocupantes. En definitiva, descubriendo los escritos de algunos especialistas, fundamentales para entender nuestra manera de abordar el problema de la protección en los edificios, a lo largo de la historia. Se ha revisado como se han producido los siniestros más importantes en teatros y otros locales públicos .Analizando la forma en que los arquitectos implicados han tratado de resolver las posibles deficiencias ante el riesgo. Se trata de la tipología edificatoria donde, por primera vez, surge la preocupación por adoptar medidas y procedimientos de seguridad en caso de incendio. Resultan locales con una importante siniestralidad, donde se desarrolla la principal actividad lúdica del momento, y que por el importante número de personas que albergan, son fuente de preocupación entre el público y las autoridades. Otras cuestiones en un tema tan amplio, que quedan simplemente esbozadas en este trabajo de investigación, son los procedimientos de los sistemas de extinción, la estructura organizativa de la ciudad, las primeras sociedades de seguros de incendios, la aparición de patentes a partir del desarrollo industrial del siglo XIX. Todo ello, con el hilo conductor de la reglamentación que se ha ido elaborando al respecto. Al principio, sobre espectáculos públicos, acotando el punto de partida en la materia de nuestra reglamentación. Anticipando sistemas constructivos y datos dimensionales de la evacuación. Llegados a mediados del siglo XX, abordando otros usos. Haciendo seguimiento de la modernización de los procesos edificatorios y la reglamentación sectorial. Recabando información de las organizaciones profesionales que comienzan a reclamar una coordinación nacional de los sistemas preventivos y que desemboca en el Proyecto de Reglamento de prevención contra el fuego que nunca será publicado. Toda esta etapa, plagada de documentos de carácter voluntario u obligatorio, local y nacional, van definiendo los criterios dimensionales con los que debe resolverse los elementos arquitectónicos susceptibles de servir para la evacuación. Se trata de una etapa intensa en documentación, cambiante, sujeta a los criterios que establecen los países del entorno más avanzados en la materia. Las dos últimas décadas del siglo, acotadas por la transición política y varios siniestros de graves consecuencias, definen el proceso normativo que culmina con el código técnico de la edificación que hoy conocemos. Es un periodo de aprendizaje y asimilación del capítulo de la seguridad, donde los métodos son variados. Donde la intencionalidad última es trasladar un sistema prescriptivo a un modelo prestacional propio de la madurez en el análisis del tema y en las corrientes de los países del entorno. ABSTRACT This is the search for answers to that constant question: Where do we come from and what have left along the way? Has everything been clear on this journey, or have we acted as a result of a collection of errors learned from prior processes? This has been research through exploration of our past, of our origins regarding fire protection safety, and, above all, of the endeavour to utilize architecture aimed at offering the highest level of safety and evacuation in a reasonable time. This project has researched society’s change nationwide and its effects on how to interpret the difficulty of fire protection safety in buildings. Its focus has fundamentally been to clarify those aspects that affect the evacuation of people. To this end, the main milestones of action, the principal concerns that have arisen at each step, and the solutions taken have all been studied. A check was performed on their application; or their delay until a significant event occurred that prompted a new revision of design and control procedures. Firstly, this was done by attempting to connect the main fires that have influenced how we handle the problem at different times in Spain’s history. Secondly, an examination was done on the figure of the architect and his participation in the means of control and legislation on how to intercede in fire services, or how the architect finds solutions for buildings in terms of fire protection, or the evacuation of their occupants. In short, the written works of certain specialists, who are essential to our understanding of how to deal with the problem of protection in buildings, were explored throughout history. A study was done on the most significant disasters in theatres and other public establishments. This was done by analysing the way the architects involved have aimed to solve possible points liable to risk. It is a classification of building where, for the first time, the concern arose to adopt safety measures and procedures in the event of fires. Public establishments with considerable accident rates emerged. Here the main entertainment activities of the time took place. These spaces were a source of worry among the public and authorities due to the high number of persons they accommodated. Other issues in such an extensive subject, which are only outlined in this research study, are procedures in extinguishing systems, the organizational structure of cities, the first fire insurance companies, and the appearance of patents after the industrial development of the 19th century. All of these aspects are joined by the common thread of regulations that have been created in this matter. At the beginning, these regulations were for public shows, thus defining the starting point for our regulations. This was done in anticipation of structural systems and size data of evacuations. With the arrival of the mid-20th century, different uses were addressed. A modernization of construction processes and the industry regulations were tracked. Information was gathered from professional organizations that began to demand a national coordination of prevention systems which led to the Regulation Project on fire prevention which will never be published. Throughout this stage, replete with voluntary and compulsory documents, both on the local and national level, the dimensional criteria to be used in the resolution of architectural elements open to use in evacuation were defined. This was a period that was filled with documentation, change, and subject to the criteria that the most advanced countries in the field established in this regard. The final two decades of the century, marked by political transition and several accidents with grave consequences, defined the regulation process that culminated with the building technical code known today. This was a period of learning and understanding in the chapter of safety, where the methods are varied. In this chapter, the ultimate goal is to insert a prescriptive-based standard into a performance-based code suitable for cultivated experience in analysis of the subject and the tendencies in countries dealing with this field.

Survey and brain storming studies about machines, constructions, human and environmental risk consideration in the careers of the Universidad Politécnica of Madrid

The Universidad Politécnica of Madrid (UPM) includes schools and faculties that were for engineering degrees, architecture and computer science, that are now in a quick EEES Bolonia Plan metamorphosis getting into degrees, masters and doctorate structures. They are focused towards action in machines, constructions, enterprises, that are subjected to machines, human and environment created risks. These are present in actions such as use loads, wind, snow, waves, flows, earthquakes, forces and effects in machines, vehicles behavior, chemical effects, and other environmental factors including effects of crops, cattle and beasts, forests, and varied essential economic and social disturbances. Emphasis is for authors in this session more about risks of natural origin, such as for hail, winds, snow or waves that are not exactly known a priori, but that are often considered with statistical expected distributions giving extreme values for convenient return periods. These distributions are known from measures in time, statistic of extremes and models about hazard scenarios and about responses of man made constructions or devices. In each engineering field theories were built about hazards scenarios and how to cover for important risks. Engineers must get that the systems they handle, such as vehicles, machines, firms or agro lands or forests, obtain production with enough safety for persons and with decent economic results in spite of risks. For that risks must be considered in planning, in realization and in operation, and safety margins must be taken but at a reasonable cost. That is a small level of risks will often remain, due to limitations in costs or because of due to strange hazards, and maybe they will be covered by insurance in cases such as in transport with cars, ships or aircrafts, in agro for hail, or for fire in houses or in forests. These and other decisions about quality, security for men or about business financial risks are sometimes considered with Decision Theories models, using often tools from Statistics or operational Research. The authors have done and are following field surveys about risk consideration in the careers in UPM, making deep analysis of curricula taking into account the new structures of degrees in the EEES Bolonia Plan, and they have considered the risk structures offered by diverse schools of Decision theories. That gives an aspect of the needs and uses, and recommendations about improving in the teaching about risk, that may include special subjects especially oriented for each career, school or faculty, so as to be recommended to be included into the curricula, including an elaboration and presentation format using a multi-criteria decision model.

Comparación de dos métodos para la estimación de los daños por sequía en pastos de dehesa / Comparative methods for assessment of dehesa pasture drought insurance in Spain

El Sistema de Seguros Agrarios con el Seguro de cobertura de los daños por sequía en los pastos aprovechados por el ganado en régimen extensivo (línea de seguro 133) aplica la teledetección mediante un índice de vegetación (NDVI), con el fin de solucionar los problemas de peritación que surgen cuando se tiene que determinar la cantidad y calidad del pasto afectado por la sequía. Por ello el seguro de cobertura de los daños por sequía en pastos es el principal instrumento para hacer frente al gasto que supone la necesidad de suplemento de alimentación del ganado reproductor debido a la sequía. En las comarcas de Vitigudino, Trujillo y Valle de los Pedroches (España) se comparó la evolución del seguro de sequía en pastos desde 2006 a 2010 con un modelo matemático de crecimiento del pasto en función de las variables ecofisiológicas y ambientales. Sumadas las decenas de sequía extrema y sequía leve, el modelo matemático contabilizó un número mayor de decenas que las proporcionadas por Agroseguro. La recomendación es comparar las curvas de crecimiento del pasto con las curvas de evolución del NDVI, para ajustar ambos modelos

Sum Insured Determination for Cereal, Citrus and Vineyards in the Spanish Agricultural Insurance System.

In general, insurance is a form of risk management used to hedge against a contingent loss. The conventional definition is the equitable transfer of a risk of loss from one entity to another in exchange for a premium or a guaranteed and quantifiable small loss to prevent a large and possibly devastating loss being agricultural insurance a special line of property insurance. Agriculture insurance, as actually are designed in the Spanish scenario, were established in 1978. At the macroeconomic insurance studies scale, it is necessary to know a basic element for the insurance actuarial components: sum insured. When a new risk assessment has to be evaluated in the insurance framework, it is essential to determinate venture capital in the total Spanish agriculture. In this study, three different crops (cereal, citrus and vineyards) cases are showed to determinate sum insured as they are representative of the cases found in the Spanish agriculture. Crop sum insured is calculated by the product of crop surface, unit surface production and crop price insured. In the cereal case, winter as spring cereal sowing, represents the highest Spanish crop surface, above to 6 millions of hectares (ha). Meanwhile, the four citrus species (oranges, mandarins, lemons and grapefruits) occupied an extension just over 275.000 ha. On the other hand, vineyard target to wine process shows almost one million of ha in Spain.

Ventilation system design and large scale fire tests

The design, construction and operation of the tunnels of M-30, the major ring road in the city of Madrid (Spain), represent a very interesting project in wich a wide variety of situations -geometrical, topographical, etc.- had to be covered, in variable conditions of traffic. For that reasons, the M-30 project is a remarkable technical challenge, which, after its completion, turned into an international reference. From the "design for safety" perspective, a holistic approach has been used to deal with new technologies, integration of systems and development of the procedures to reach the maximum level. However, one of the primary goals has been to achieve reasonable homogeneity characteristics which can permit operate a netword of tunels as one only infraestructure. In the case of the ventilation system the mentioned goals have implied innovative solutions and coordination efforts of great interest. Consequently, this paper describes the principal ideas underlying the conceptual solution developed focusing on the principal peculiarities of the project.

Experiences on the specification of algorithms for fire and smoke control in road tunnels

The main objective of ventilation systems in case of fire is the reduction of the possible consequences by achieving the best possible conditions for the evacuation of the users and the intervention of the emergency services. The required immediate transition, from normal to emergency functioning of the ventilation equipments, is being strengthened by the use of automatic and semi-automatic control systems, what reduces the response times through the help to the operators, and the use of pre-defined strategies. A further step consists on the use of closed-loop algorithms, which takes into account not only the initial conditions but their development (air velocity, traffic situation, etc.), optimizing smoke control capacity.

Assessment of irrigators’ preferences for different water supply risk management tools: option contract and insurance.

Irrigators face the risk of not having enough water to meet their crops’ demand. There are different mechanisms to cope with this risk, including water markets (option contracts) or insurance. A farmer will purchase them when the expected utility change derived from the tool is positive. This paper presents a theoretical assessment of the farmer’s expected utility under two different option contracts, a drought insurance and a combination of an option contract and the insurance. We analyze the conditions that determine farmer’s reference for one instrument or the other and perform a numerical application that is relevant for a Spanish region.

Managing drought economic effects through insurance schemes based on local water availability.

In many arid or semi-arid Mediterranean regions, agriculture is dependent on irrigation. When hydrological drought phenomena occur, farmers suffer from water shortages, incurring important economic losses. Yet, there is not agricultural insurance available for lack of irrigation water. This work attempts to evaluate hydrological drought risk and its economic impact on crop production in order to provide the basis for the design of drought insurance for irrigated arable crops. With this objective a model that relates water availability with expected yields is developed. Crop water requirements are calculated from evapotranspiration, effective rainfall and soil water balance. FAO?s methodology and AquaCrop software have been used to establish the relationship between water allocations and crop yields. The analysis is applied to the irrigation zone ?Riegos de Bardenas?, which is located in the Ebro river basin, northeast Spain, to the main arable crops in the area. Results show the fair premiums of different hydrological drought insurance products. Whole-farm insurance or irrigation district insurance should be preferable to crop specific insurance due to the drought management strategies used by farmers.

Reduction of Nutrient Losses with Eroded Sediments by Post-Fire Soil Stabilisation Techniques

After an experimental fire in steep shrub land in a temperate–humid region (north-west Spain), the effects of two post-fire stabilisation treatments (grass seeding and straw mulching) on the chemical properties of eroded sediments,and the amount of nutrients lost with them, we reevaluated relative to control burnt soil, over a period of 13 months. Total C and N concentrations, and d 13 C, indicated that sediments were mainly contributed by charred plant and litter material. The highest concentrations of extractable base cations in the sediments occurred during the first 3 months following fire, especially for Na and K. As treatments had little or no effect on nutrient concentration in sediments, differences in nutrient losses were due to the 10-fold lower sediment production in mulching compared with other treatments. In control and seeding treatments, the accumulated amounts of nutrients lost with sediments were 989–1028kgha 1 (C), 77kgha 1 (N), 1.9–2.4kgha 1 (Ca), 0.9–1.1kgha 1 (Mg), 0.48–0.55kgha 1 (NH 4 þ –N), 0.39–0.56kgha 1 (K), 0.19–0.34kgha 1 (Na) and , 0.1kgha 1 (P and NO 3 –N) . These values accounted for 22–25% (total C and N) and 5–12% (NH 4 þ –N, Ca, P and Mg) of available nutrients in ash, and 1.0–2.4% of those in ash þ topsoil. As nutrient and sediment losses were strongly correlated, the reduction of the latter by mulching application leads to an effective decrease of post-fire nutrient losses.

Impact of fire and post-fire management techniques on soil chemical properties

The effects of fire ( Control burned soil) and two emergency stabilisation techniques (grass Seeding and straw Mulching ) on 20 chemical characteristics were evaluated on 0 – 5 cm top-soils sampled 1, 90, 180 and 365 days after an experimental fi re in a steep shrubland of a temperate-humid region (NW Spain). Most part of pH (in H 2 O and KCl) variance was explained by the sampling date. No clear temporal trends were identi fi able for total soil C and N content, likely due to the large SOM pool in these soils; however, changes on soil δ 13 C were explained by the deposition of 13 C-depleted ashes, followed by its progressive erosion, while those on soil δ 15 N were a consequence of fi re induced N outputs. After the fi re, NH 4 + – N, P, Na, K, Mg, Ca, Mn, Cu, Zn and B concentrations increased, while those of NO 3 − – N, Al, Fe and Co did not vary significantly. Despite a significant decline with time, concentrations of Mg, Ca and Mn at the end of the study were still higher than in unburned soil, while those of K, Cu, Zn and B were similar to the pre-fire levels and those of NH 4 + – N, P and Na were below pre-fire values. Mulching and Seeding treatments for burned soil emergency stabilisation had significant effects on soil δ 15 N and extractable K, Mg and Ca, while data were inconclusive for their possible effects on the extractable Al, Fe and Co

Effect of fire on the microstructure and mechanical response of structural steels for building construction

The research is an exhaustive study of the microstructure and of the stress-strain curves of structural steel S460N at temperatures typical of a fire. It includes a fractographic study of the fracture suifaces of cylindrical specimens, tensile tested at different fire scenarios, explaining the relationship between the failure micromechanisms and temperature. The paper ends with the comparison between the experimentally found strain-stress curves with that one's proposed by the EUROCODE EC3, resulting that in the case of steel S460N these are on the side ofsafety.

Holocene vegetation, fire and climate interactions in western Spain: El Maíllo mire

Interacciones entre la vegetación del Holoceno, el fuego y el clima en el oeste de España, ejemplo con datos de la turbera del Maíllo.

Effect of fire on the microstructure and mechanical response of structural steels for building construction

The research is an exhaustive study of the microstructure and of the stress-strain curves of structural steel S460N at temperatures typical of a fire. It includes a fractographic study of the fracture suifaces of cylindrical specimens, tensile tested at different fire scenarios, explaining the relationship between the failure micromechanisms and temperature. The paper ends with the comparison between the experimentally found strain-stress curves with that one's proposed by the EUROCODE EC3, resulting that in the case of steel S460N these are on the side ofsafety.

Probabilistic approach for longitudinal ventilation system design in fire situations

The main objective of ventilation systems in tunnels is to reach the highest possible safety level both in service and fire situation; being the fire one, the most relevant when designing the system. When designing a longitudinal ventilation system, the methodology to evaluate the capacity of the system is similar both in service and fire situation, with the exception of the chimney effect and the phenomena of thermal transfer which is responsible or the changes in the density of the air. When facing the dimensioning task for longitudinal ventilated tunnels, although similar methodologies are used in different countries, specific hypothesis (aerodynamic, thermal properties, traffic) even if discussed in the literature or current practice, are not usually detailed in the regulations or recommendations. The aim of this paper is to propose a probabilistic approach to the problem which would allow the designer, and the tunnel owner, to understand the uncertainty and sensibility adopted in the results and, eventually, identify possible ways of optimizing the ventilation solution to be adopted.

Ventilation and FFFS fire tests for “Calle 30” road tunnels

Between 2003 and 2007 an urban network or road tunnels with a total constructed tubes length of 45 km was built in the city of Madrid. This amazing engineering work, known as "Calle 30 Project" counted with different kinds of tunnel typologies and ventilation systems. Due to the length of the tunnels and the impact of the work itself, the tunnels were endowed with a great variety of installations to provide the maximum levels of safety both for users and the infrastructure includieng, in some parts of the tunnel, fixed fire fighting system based on water mist. Whithin this framework a large-scale programme of fire tests was planned to study different aspects related to fire safety in the tunnels including the phenomena of the interaction between ventilation and extinguishing system. In addition, these large scale fire tests allowed fire brigades of the city of Madrid an opportunity to define operational procedures for specific fire fighting in tunnels and evaluate the possibilities of fixed fire fighting systems. The tests were carried out in the Center of Experimentation "San pedro of Anes" which includes a 600 m tunnel with a removable false ceiling for reproducing different ceiling heights and ventilation conditions (transverse and longitudinal ones). Interesting conclusions on the interaction of ventilation and water mist systems were obtained but also on other aspects including performance of water mist system in terms of reduction of gas temperatures or visibility conditions. This paper presents a description of the test's programme carried out and some previous results obtained.