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Effect of Waste Plastic Shreds on Bond Resistance between Concrete and Steel Reinforcement

机译:废塑料碎片对混凝土钢筋粘结性的影响

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This paper investigates the effect of waste plastic shreds on steel-concrete bond. Forty RILEM test specimens with 16mm and 20mm diameter high-yield reinforcing bars were cast and tested. Fifteen specimens with 16mm and 20mm each were cast with the addition of waste plastic shreds at varying percentages of 1%, 1.5% and 2%; another ten RILEM specimens with 16mm and 20mm diameter bars at 0% of waste plastic shreds were cast as reference. Nine 150mm cubes, with three taken from each batch of various percentages of waste plastic shreds, were used to monitor the concrete strength. From the test results and analysis, the compressive strength of concrete was found to reduce with increased percentages of waste plastic shreds, while the waste plastic shreds material was found not to improve the bond resistance between concrete and steel. However, though lower than normal concrete, there was an increase in the bond resistance with increase in the percent of plastic shreds. The bond resistance of 16mm was also found to be higher than that of 20mm in all the specimens tested.
机译:本文研究了废塑料碎片对钢混凝土键的影响。铸造并测试了具有16mm和20mm的高产高产钢筋的四十瑞姆试样。具有16mm和20mm的十五个标本,每次铸造废塑料碎片,百分比为1%,1.5%和2%;另外十个具有16mm和20mm直径的rilem标本,在0%的废物塑料碎片中均为参考。九个150毫米立方体,用每批各种百分比的废塑料碎片取出三个,用于监测混凝土强度。从测试结果和分析中,发现混凝土的抗压强度随着废旧塑料碎片的百分比增加而减少,而废塑料碎片材料未能改善混凝土和钢之间的粘结性。然而,虽然低于正常的混凝土,但粘合性抗粘膜百分比增加了粘合性的增加。在测试的所有试样上也发现16mm的粘合性高于20mm的粘合性。

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