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Effect surface treatment of recycled concrete aggregate on properties of fresh and hardened concrete

机译:再生混凝土骨料的表面处理对新鲜和硬化混凝土性能的影响

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The inferior properties of the recycled concrete aggregate (RCA), as compared with the natural aggregate, are caused by the presence of the porous residual mortar with numerous micro-cracks, which is attached to the original aggregates. The inferior qualities of RCA have limited its use in structural concrete production. Thus, this study investigated the feasibility of combining two different methods of surface treatment to enhance the properties of coarse RCA. This treatment process involves soaking coarse RCA at low acid concentrations to remove loose particles on the RCA surface and then impregnating the RCA with a calcium silicate (CS) solution. The results revealed that the combined method significantly improved the physical properties of coarse RCA. CS provided a coating layer on the RCA and functioned as a microfiller that can refill and treat the cracks and pores on the RCA surface. In addition, the CS particles on the RCA surface caused a pozzolanic reaction during concrete hardening that could improve the microstructure of concrete by strengthening the bonds between RCA and the cement paste and consequently further enhancing the compressive strength of concrete.
机译:与天然骨料相比,再生混凝土骨料(RCA)的性能较差是由于存在带有大量微裂纹的多孔残余砂浆,该砂浆附着在原始骨料上。 RCA的劣质限制了其在结构混凝土生产中的使用。因此,本研究调查了将两种不同的表面处理方法相结合以增强粗糙RCA性能的可行性。该处理过程包括将低浓度的RCA浸泡在RCA表面以去除RCA表面的松散颗粒,然后用硅酸钙(CS)溶液浸渍RCA。结果表明,该组合方法显着改善了粗粒RCA的物理性能。 CS在RCA上提供了涂层,并起着微填料的作用,可以重新填充和处理RCA表面上的裂缝和孔隙。另外,RCA表面上的CS颗粒在混凝土硬化过程中引起火山灰反应,可以通过加强RCA和水泥浆之间的结合来改善混凝土的微观结构,从而进一步提高混凝土的抗压强度。

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