Utilization of powders and fine aggregates from the recycling of construction and demolition waste in the 3D printing of Portland-based cementitious materials

Rafael Robayo–Salazar, Armando Vargas, Fabio Martínez, Ruby Mejía de Gutiérrez
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Abstract

This paper analysed the possibility of using recycled powders (<75 µm) and recycling fine aggregates (<1.18 mm) obtained during the crushing and grinding of concrete waste (CoW), ceramic waste (CeW) and red clay brick waste (RCBW) when designing cementitious pastes and mortars for 3D printing. The effects of the type of powder (CoW-powder, CeW-powder and RCBW-powder) and of the liquid/solid (L/S) ratio on the mixture properties in the fresh and hardened states were studied. In the fresh state, the level of flowability (mini-slump), flow index (flow table), buildability and setting time characteristics of the cementitious pastes were evaluated. In addition, the rheological behaviour was analysed through a rotational rheometer. In the hardened state, the compressive strength was determined at 3, 7, 28 and 90 days. The effects of the type of recycled fine aggregate (RFA − CoW, RFA − CeW and RFA − RCBW) were evaluated for mortars with a cement:aggregate ratio of 1:0.5. Based on the results obtained, the most suitable mixtures were selected to carry out 3D printing tests on a laboratory scale. From the 3D printing of beam-type specimens, it was possible to determine the flexural and compressive strengths (28 days) of the selected mixtures. The results obtained validated the possibility of using recycled powders (CoW, CeW and RCBW) to replace 30 % of ordinary Portland cement (OPC) and to incorporate 100 % recycled fine aggregates in the design of cementitious materials (pastes and mortars) for 3D printing. In this regard, the recycled powders and recycled fine aggregates increase the buildability and thixotropy of cementitious mixtures. With an adjustment in the L/S (liquid/solids) ratio, their application in 3D printing becomes feasible. This alternative for the use of powders and fine aggregates from construction and demolition waste (CDW) could be considered a contribution towards the sustainability of the sector and the implementation of a circular economy.

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在波特兰基水泥基材料的 3D 打印中利用建筑和拆除废物回收利用产生的粉末和细骨料
本文分析了在设计用于 3D 打印的水泥浆和砂浆时,使用从混凝土废料(CoW)、陶瓷废料(CeW)和红粘土砖废料(RCBW)的破碎和研磨过程中获得的回收粉末(75 微米)和回收细骨料(1.18 毫米)的可能性。研究了粉末类型(CoW-粉末、CeW-粉末和 RCBW-粉末)和液/固(L/S)比对新鲜和硬化状态下混合物性能的影响。在新鲜状态下,对水泥基浆的流动性(小坍落度)、流动指数(流动表)、施工性和凝结时间特性进行了评估。此外,还通过旋转流变仪分析了流变特性。在硬化状态下,测定了 3、7、28 和 90 天的抗压强度。在水泥与骨料的比例为 1:0.5 的砂浆中,对再生细骨料类型(RFA - CoW、RFA - CeW 和 RFA - RCBW)的影响进行了评估。根据获得的结果,选出了最合适的混合物,在实验室规模上进行 3D 打印试验。通过三维打印梁型试样,可以确定所选混合物的抗折和抗压强度(28 天)。所获得的结果验证了使用回收粉末(CoW、CeW 和 RCBW)替代 30% 的普通波特兰水泥(OPC),以及在设计用于 3D 打印的胶凝材料(浆料和砂浆)时加入 100% 的回收细骨料的可能性。在这方面,再生粉末和再生细骨料可提高水泥基混合物的施工性和触变性。通过调整 L/S(液体/固体)比率,它们在 3D 打印中的应用变得可行。这种利用建筑和拆除废物(CDW)中的粉末和细骨料的替代方法,可被视为对该行业的可持续性和循环经济的实施做出了贡献。
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