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Improvement of the mechanical properties of glass fibre reinforced plastic waste powder filled concrete

机译:改善玻璃纤维增​​强废粉填充混凝土的机械性能

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摘要

A comprehensive laboratory experiments were conducted to improve the mechanical properties of glass fibre reinforced plastic (GRP) waste powder filled concrete using superplasticiser for widening the scope for GRP waste recycling for different applications. It is imperative to note that the 28 days mean compres-sive strength of concrete specimens developed with 5-15% GRP waste powder using 2% superplasticiser resulted 70.25 ± 1.43-65.21 + 0.6 N/mm~2 which is about 45% higher than that of without the addition of superplasticiser (with GRP waste) and about 11% higher than that of the control concrete (without GRP waste) with 2% superplasticiser. The tensile splitting strength of the concrete showed 4.12 ±0.05-4.22 ± 0.03 N/mm~2 with 5-15% GRP waste powder which is also higher than that of the control concrete (3.85 ± 0.02 N/mm~2). The drying shrinkage, initial surface absorption and density of GRP waste filled concrete were evaluated and found better than the desirable quality for use in structural and non-structural applications.
机译:进行了全面的实验室实验,以使用高效减水剂改善玻璃纤维增​​强塑料(GRP)废粉填充混凝土的机械性能,从而扩大了不同用途的GRP废物回收利用的范围。必须注意的是,使用2%高效减水剂的5-15%GRP废粉开发的混凝土试样的28天平均抗压强度为70.25±1.43-65.21 + 0.6 N / mm〜2,比大约高45%。不添加高效减水剂(含GRP废料)的情况下,比对照混凝土(不含GRP废物)含2%高效减水剂的情况下高约11%。混凝土的抗拉劈裂强度显示为4.12±0.05-4.22±0.03 N / mm〜2,含5-15%的GRP废粉,也比对照混凝土(3.85±0.02 N / mm〜2)高。对GRP废料填充的混凝土的干缩,初始表面吸收和密度进行了评估,发现其质量优于用于结构和非结构应用的理想质量。

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