XXXVII <str<strong>on</strong>g>IAHS</str<strong>on</strong>g><str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> <strong>on</strong> <strong>Housing</strong>October 26 – 29, 2010, Santan<strong>de</strong>r, SpainCODE: 142SPAN IN CONSTRUCTION OF CONCRETE PRECASTPRODUCTS: BEARING BEAMS AND REINFORCED SLABSA. Aragón Torre a , J.A. Martínez Martínez a , A. Rodríguez Sáiz b , V. Ortega López aa Department of Civil Engineering, EPS i University of Burgos, C/ Villadiego s/n, 09001 Burgos, Spainb Department of C<strong>on</strong>structi<strong>on</strong>, EPS i University of Burgos, C/ Villadiego s/n, 09001 Burgos, Spainarag<strong>on</strong>t@ubu.es, jamartinnez@ubu.es, arsaizmc@ubu.es, vortega@ubu.esKey words: C<strong>on</strong>crete, precast, falseworkAbstractThe recent introducti<strong>on</strong> in Spain of the Building Technical Co<strong>de</strong> (CTE) means that CElabelling is now mandatory <strong>on</strong> c<strong>on</strong>structi<strong>on</strong> products that will be permanently incorporated inbuildings. One of the requirements with which manufacturers of precast slabs must comply inor<strong>de</strong>r to obtain the CE mark of c<strong>on</strong>formity <strong>on</strong> their products is the satisfactory completi<strong>on</strong> oftests that guarantee the resistance/strength qualities that are shown <strong>on</strong> the certificate ofc<strong>on</strong>formity.Load-bearing beams and reinforced c<strong>on</strong>crete precast slabs imply greater quality c<strong>on</strong>trol at themanufacturing plant, shorter c<strong>on</strong>structi<strong>on</strong> periods and improved safety at the c<strong>on</strong>structi<strong>on</strong> site.They may also be used as resistant plank moulds during executi<strong>on</strong>.The purpose of this study is to <strong>de</strong>termine the span in c<strong>on</strong>structi<strong>on</strong> (the distance betweenfalsework) for the bearing beams and RC slabs during the c<strong>on</strong>structi<strong>on</strong> phase. It is inten<strong>de</strong>d tooptimise the number of falsework structures to be calculated to withstand their own weight,the weight of the poured c<strong>on</strong>crete and an additi<strong>on</strong>al un<strong>de</strong>r c<strong>on</strong>structi<strong>on</strong> load of 1KN/m 2 .The criteria used to calculate the span in c<strong>on</strong>structi<strong>on</strong> were the ultimate bending strength, theultimate shear strength and the flexural rigidity. The tests are in compliance with StandardUNE-EN 13747:2006 whereby the distance between props or temporary bearings of the spanin c<strong>on</strong>structi<strong>on</strong> is specified.The testing method used was four-point bending. The test c<strong>on</strong>sisted of supporting the bearingbeam or slab <strong>on</strong> two end supports and applying two equidistant equal loads to the span.The results for extreme bending strength are very similar and a fracti<strong>on</strong> higher than thetheoretical results that might have been expected. The fineness ratio corresp<strong>on</strong>ds to the curveof the upper bars observed in the flexural load tests. The results of the extreme shear strengthare about twice as high as the expected theoretical values; values which may be readjustedwith a lower slen<strong>de</strong>rness ratio.37º <str<strong>on</strong>g>IAHS</str<strong>on</strong>g> <str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> On <strong>Housing</strong> Science 87
XXXVII <str<strong>on</strong>g>IAHS</str<strong>on</strong>g><str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> <strong>on</strong> <strong>Housing</strong>October 26 – 29, 2010, Santan<strong>de</strong>r, SpainCODE: 143DURABILITY TEST ON LIGHTWEIGHT MORTARS ANDCONCRETE MADE WITH RECICLED POLYMER FOAMJ. Ga<strong>de</strong>a, V. Cal<strong>de</strong>rón, A. Rodríguez, A. Martín, P. L. CamposDepartment of C<strong>on</strong>structi<strong>on</strong> Engineering, High Polytechnic SchoolUniversity of Burgos, Spain e-mail: vcal<strong>de</strong>r<strong>on</strong>@ubu.esKey words: lightweight mortar, polyurethane, <strong>de</strong>gradati<strong>on</strong>, durability test.AbstractThe aim of this paper is to present the results of a durability test c<strong>on</strong>cerning the use of rigidpolyurethane foam wastes applied to cementitious mixtures to produce lightweight c<strong>on</strong>crete.C<strong>on</strong>crete and mortars were obtained by mixing cement with different amounts ofpolyurethane, aggregate and water. Dosage has been varied to replace aggregates withrecycled polyurethane. Rigid polyurethane has been triturated in a 0/4 mm particle size beforebeing used as a substitute of aggregate. Samples have been characterized and tested in freshand har<strong>de</strong>ned state. Variati<strong>on</strong> in the amount of polyurethane was affecting mortar properties,<strong>de</strong>creasing the mortar <strong>de</strong>nsity and its mechanical properties and increasing its workability andpermeability as well as the occlu<strong>de</strong>d air.Subsequently, durability test were carried out, including salt test, kesternich, heat and waterresistance, moisture, alkaline reactivity, U.V. and temperature resistance in or<strong>de</strong>r to classifythese materials. Surfaces have been observed by SEM with the objective of <strong>de</strong>tect surfacechanges. Besi<strong>de</strong>s the used of traditi<strong>on</strong>al parameters for <strong>de</strong>terminate durability (mechanicalstrength, weight, volume), we have measured before and after these aging tests the colordifferences with an spectrophotometer, in view of the fact that color could changes (polymerslike polyurethane used in c<strong>on</strong>structi<strong>on</strong>’s materials are organic compounds that might suffersignificant changes of color).Results obtained c<strong>on</strong>firm that composites produced with recycled polyurethane arecomparable to lightweight mortars ma<strong>de</strong> of traditi<strong>on</strong>al mixtures.37º <str<strong>on</strong>g>IAHS</str<strong>on</strong>g> <str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> On <strong>Housing</strong> Science 88
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ÍNDICE1. HONORARY COMMITTEE ______
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