Poon Chi-Sun, Qiao X C, Chan Dixon
Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong.
Waste Manag. 2006;26(10):1166-72. doi: 10.1016/j.wasman.2005.12.013. Epub 2006 Feb 20.
The use of coarse recycled concrete aggregates (CRCA) in conjunction with fine recycled concrete aggregates (FRCA) as sub-base materials has been widely studied. Although research results indicate that it is feasible to employ both CRCA and FRCA as granular sub-base, the influence of the unhydrated cement in the adhered mortar of the RCA on the properties of the sub-base materials has not been thoroughly studied. Generally, it is known that the strength of the sub-base materials prepared with RCA increases over time. However, this mechanism, known as the self-cementing properties, is not well understood and is believed to be governed by the properties of the fine portion of the RCA (<5mm). This paper presents an investigation on the cause of the self-cementing properties by measuring X-ray diffraction patterns, pH values, compressive strength and permeability of various size fractions of the FRCA obtained from a commercially operated construction and demolition waste recycling plant. Their influence on the overall sub-base materials was determined. The results indicate that the size fractions of <0.15 and 0.3-0.6mm (active fractions) were most likely to be the principal cause of the self-cementing properties of the FRCA. However, the effects on the properties of the overall RCA sub-base materials were minimal if the total quantity of the active fractions was limited to a threshold by weight of the total fine aggregate.
将粗再生混凝土骨料(CRCA)与细再生混凝土骨料(FRCA)用作底基层材料已得到广泛研究。尽管研究结果表明将CRCA和FRCA都用作粒料底基层是可行的,但再生骨料(RCA)附着砂浆中未水化水泥对底基层材料性能的影响尚未得到充分研究。一般来说,已知用RCA制备的底基层材料强度会随时间增加。然而,这种被称为自胶凝特性的机理尚未被充分理解,并且据信它受RCA细颗粒部分(<5mm)的特性支配。本文通过测量从一家商业运营的建筑与拆除垃圾回收厂获得的FRCA不同粒径级分的X射线衍射图谱、pH值、抗压强度和渗透性,对自胶凝特性的成因进行了研究。确定了它们对整体底基层材料的影响。结果表明,< 0.15和0.3 - 0.6mm的粒径级分(活性级分)最有可能是FRCA自胶凝特性的主要成因。然而,如果活性级分的总量限制在占细骨料总重量的一个阈值以下,则对整体RCA底基层材料性能的影响最小。