4.7 Article

Cement matrix containing lightweight aggregate based on Non-Metallic Fraction Printed Circuit Boards (NMFPCB'S)

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出版社

ELSEVIER
DOI: 10.1016/j.jmrt.2021.08.090

关键词

Recycling; Waste electrical and electronic; equipment (WEEE); Printed circuit boards; Lightweitght aggregates; Axial compression strength

资金

  1. Coordenacao de Aperfeicoamento de Pessoal de Nivel Superior e Brasil [CAPES/PROEX 23038.000341/2019-71 0491/2019]

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This study evaluated the influence of waste from printed circuit boards on the properties of cementitious matrix, finding that with partial replacement of lightweight aggregates, the consistency index of mortar decreased and compressive strength was also reduced. However, the matrix has potential to be used in the construction industry for blocks or non-structural elements.
Materials such as river sand, used in construction, have a high demand, and thus generate great environmental impacts while being extracted, such as erosion of the rivers banks and your siltation. With the increasing restriction of river sand extraction which can generate a reduction in the product's offer in the civil construction sector, it is necessary to develop waste recycling technologies for the production of sands with less environmental impact. One of the alternatives for the production of mortar for construction is the replacement of sands extracted from rivers by waste from other industries, such as the electronics in-dustry that presents large and growing production worldwide, due to technological ad-vances. Thus, this work aims to evaluate the influence of partial replacement of quartz sand by lightweight aggregate based non-metallic fraction of printed circuit boards (NMFPCB's) on the properties of cementitious matrix in the fresh and hardened states. For this, the electronic components of the printed circuit boards (PCBs) were removed, they were grinded and then through magnetic and electrostatic separation processes to sepa-rate the most valuable and abundant part of metals. The water to cement ratio was 0.48 in all the experiments, the Portland cement to sand ratio was 1:3 (in mass) for the control, and the mortars with NMFPCB's replacement of sand by volume of 25% and 50% were also made. These were characterized mechanically by axial compressive strength test at different ages. The partial results showed that with the increase of sand substitution by NMFPCB's there was a reduction of the mortar consistency index in the fresh state. Results showed that matrix that suffered the substitution of sand by light aggregate, decreased the compressive strength in relation to the reference, but have potential to use in construction industry as blocks or non-structural elements. (c) 2021 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

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