Effect of Cement Dosing Without Additions (CPA) on High-Performance and Ordinary Concrete Based Glass Powder as Fine Partial Cement Replacement - A Comparative Study

B. Aissat-Arab, R. Mehaddene
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Abstract

The main objective of this paper research is a comparative study on the effect of the glass powder (GP) substitute from collected and recycled glass waste, as a fine partial cement replacement on the mechanical performance and durability of high performance concrete (HPC) and ordinary concrete (OC). For this two cement dosing were used of 400 kg/m3 to formulate OC and 450 kg/m3 to formulate HPC, and GP as considered binder like cement and not as fine addition, hence binder represent the sum of cement with GP (L=C+GP) with which will be made our two concretes formulation. Two ratios were used for the Water/Binder (W/B), the first W/B=0.35 for the HPC and the second W/B=0.5 for the OC, this ration is very important to fix the concentration of superplasticizer. A percentage of 10% and 20% substitution of cement CPA without additions noted CEM I 52.5 by the glass powder with fineness of 3600 cm 2/g are used. The evaluation of the compressive strength was followed from 7 to 365 days in order to study the behavior of the GP at different ages affected by the cement dosing and the ratio W/B compared to the reference concrete without GP for the two concretes HPC and OC. At 28 days the strengths of concretes with GP is affected by the replacement of a quantity of cement since the two reference concretes were superior but beyond this age an inverse behavior is noticed such that results obtained at age of 365 days seem to be advantageous in terms of savings in the quantity of cement used by interpreting the compressive strength, and the decrease in quantity of water in the mixtures offers a remarkable difference between the two concretes studied by using 20 % of GP as replacement of cement.
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无添加水泥剂量(CPA)对基于玻璃粉的高性能混凝土和普通混凝土作为细粒水泥替代品的影响 - 对比研究
本文研究的主要目的是比较研究从收集和回收的玻璃废料中提取的玻璃粉(GP)替代品作为部分细水泥替代品对高性能混凝土(HPC)和普通混凝土(OC)机械性能和耐久性的影响。因此,粘合剂代表水泥与 GP 的总和(L=C+GP)。水/粘合剂(W/B)采用了两种比例,第一种 W/B=0.35 用于 HPC,第二种 W/B=0.5 用于 OC,这一比例对于确定超塑化剂的浓度非常重要。使用细度为 3600 cm 2/g 的玻璃粉分别替代 10%和 20%的水泥 CPA(未添加 CEM I 52.5)。抗压强度的评估从 7 天持续到 365 天,目的是研究不同龄期的 GP 受水泥剂量和 W/B 比率影响的行为,并与 HPC 和 OC 两种不含 GP 的参考混凝土进行比较。在 28 天时,添加了 GP 的混凝土的强度会受到一定量水泥替代物的影响,因为两种参考混凝土的强度都较高,但在超过这个龄期后,就会出现反向行为,因此在 365 天龄期获得的结果在通过解释抗压强度来节省水泥用量方面似乎更有优势,而且通过使用 20% 的 GP 作为水泥替代物来减少混合物中的水量,在所研究的两种混凝土之间产生了显著的差异。
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