不同水灰比砂浆中添加大理石和花岗岩废矿物

Bruna Silva Almada, W. J. Santos, S. R. Souza
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引用次数: 2

摘要

土木建筑与几种环境影响有关,例如水泥生产过程中的二氧化碳排放和废物产生。在此背景下,为了促进该行业的可持续发展,本文旨在研究在不同水灰比(w/c)下用大理石和花岗岩废物(MGW)替代水泥的效果。为此,对废物进行了表征,并将其应用于1:3砂浆中,取代20%含量的水泥。生产了添加增塑剂和不添加增塑剂的砂浆,通过确定和易性和添加剂含量来测定砂浆的含水量。对其需水量、抗压强度、动态弹性模量、浸没吸水率和毛细率、电阻率和加速碳酸化进行了评价。结果表明,MGW作为填料,由于颗粒填充性较好,促进了多孔结构的细化和抗压强度的保持。观察到MGW使砂浆结构更加均匀。然而,废物(惰性)的填充效应并不能弥补砂浆中水泥含量的减少,从而降低砂浆的碳化强度。总的来说,观察到废物在水灰比较低时效率更高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Marble and granite waste as mineral addition in mortars with different water-cement ratios
Abstract Civil construction is associated with several environmental impacts, such as CO2emissions during cement production and waste generation. In this context, aiming to contribute to the sustainable development of the sector, this article aims to study the effect of replacing cement by marble and granite waste (MGW) in different water/cement ratios (w/c). To do this, the waste was characterized and applied in 1:3 mortars, replacing the cement at 20% content. Mortars with and without plasticizing additives were produced, measuring the amount of water by fixing the workability and the additive content. Water demand, compressive strength, dynamic modulus of elasticity, water absorption by immersion and capillarity, electrical resistivity and accelerated carbonation were evaluated. The results showed that the MGW acted as a filler, promoting refinement of the porous structure and maintenance of compressive strength due to better particle packing. It was observed that MGW made the mortar structure more homogeneous. However, the filler effect of the waste (inert) did not compensate for the reduction in the cement content of the mortars for strength to carbonation. In general, it was observed that waste is more efficient in lower water/cement ratios.
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