The incorporation of construction and demolition wastes as recycled mixed aggregates in non-structural concrete precast pieces. (20th July 2016)

• Record Type: Journal Article
• Authors: Rodríguez, C.; Parra, C.; Casado, G.; Miñano, I.; Albaladejo, F.; Benito, F.; Sánchez, I.
• Is Part Of: Journal of cleaner production. Volume 127(2016:Jul.)
• Page Start: 152
• Page End: 161
• Publication Date: 2016-07-20
• Subjects: Mixed recycled aggregate -- Non-structural concrete -- Precast concrete -- Mechanical properties -- Water absorption; Factory and trade waste -- Management -- Periodicals; Manufactures -- Environmental aspects -- Periodicals; Déchets industriels -- Gestion -- Périodiques; Usines -- Aspect de l'environnement -- Périodiques; 628.5
• DOI: 10.1016/j.jclepro.2016.03.137
• Languages: English
• ISSNs: 0959-6526

Abstract

Abstract: 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. Highlights: Non-structural concrete elements have been prepared using RMA in a industrial scale. The study reveals that for some of these elements a percentage of 25% can be used. The use of the demolition wastes makes cleaner the building industry.