In this paper the results of an experiment on the granulation of nonmetallic automotive shredder residues to produce aggregates for cementitious or asphalt mixes are presented and discussed. In a preliminary separation step, a fraction containing mainly inert and nonmetallic materials was sieved to obtain the required grading and analyzed for the metal content. In the following granulation step, performed in a pilot-scale granulator, the sieved fraction was mixed with binding materials and a superplasticizer agent, to produce granules of up to 2,000 kg/m(3) specific weight. The size of the produced granules, between 2 and 40 mm, proved to be a function of water content; increasing the water/solids ratio, the diameter of the particles also increased. The granules were then used as artificial lightweight aggregate for concrete mixes. Concrete samples showed a specific weight up to approximately 2,000 kg/m(3) and a compressive strength up to approximately 30 MPa, depending on the fluff content of the mixes and on the nature of the binder and the other components used. Leaching tests performed on the concrete samples showed that a good immobilization of metals and ions was achieved. DOI: 10.1061/(ASCE)MT.1943-5533.0000189. (C) 2011 American Society of Civil Engineers.
Production and Characterization of Aggregate from Nonmetallic Automotive Shredder Residues / ALUNNO ROSSETTI, Vito; DI PALMA, Luca; Ferraro, Antonella. - In: JOURNAL OF MATERIALS IN CIVIL ENGINEERING. - ISSN 0899-1561. - STAMPA. - 23:6(2011), pp. 747-751. (Intervento presentato al convegno 2nd International Conference on Sustainable Construction Materials and Technologies tenutosi a Ancona, ITALY nel JUN 27-30, 2010) [10.1061/(asce)mt.1943-5533.0000189].
Production and Characterization of Aggregate from Nonmetallic Automotive Shredder Residues
ALUNNO ROSSETTI, Vito;DI PALMA, Luca;FERRARO, ANTONELLA
2011
Abstract
In this paper the results of an experiment on the granulation of nonmetallic automotive shredder residues to produce aggregates for cementitious or asphalt mixes are presented and discussed. In a preliminary separation step, a fraction containing mainly inert and nonmetallic materials was sieved to obtain the required grading and analyzed for the metal content. In the following granulation step, performed in a pilot-scale granulator, the sieved fraction was mixed with binding materials and a superplasticizer agent, to produce granules of up to 2,000 kg/m(3) specific weight. The size of the produced granules, between 2 and 40 mm, proved to be a function of water content; increasing the water/solids ratio, the diameter of the particles also increased. The granules were then used as artificial lightweight aggregate for concrete mixes. Concrete samples showed a specific weight up to approximately 2,000 kg/m(3) and a compressive strength up to approximately 30 MPa, depending on the fluff content of the mixes and on the nature of the binder and the other components used. Leaching tests performed on the concrete samples showed that a good immobilization of metals and ions was achieved. DOI: 10.1061/(ASCE)MT.1943-5533.0000189. (C) 2011 American Society of Civil Engineers.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.