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Effective Utilization of Electronic Waste in Concrete Mixture as a Partial Replacement to Coarse Aggregates

机译:有效利用混凝土混合物中的电子废物作为粗聚集体的部分替代品

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Waste materials from other industries are being utilized in concrete productions such as fly ash, silica fume etc. The waste materials from electronics and electrical industries are divided in two categories hazardous and inert waste materials. The inert waste is also known as E-waste describes obsolete, discarded and malfunctioned electrical or electronics devices. It is very difficult to dispose-off the E-waste materials. In the present study the influence of E-waste as a partial replacement of coarse aggregate in concrete mixture is investigated. The mix design of M20 grade of concrete for normal mix (without E-waste) and with a partial replacement of coarse aggregates with E-waste material with 5%, 10%, 15%, 20%, 25% and 30% is carried out. The effect of E-waste particle size using less than 10 mm, between 10 to 15 mm and up to 20 mm on compressive strength of concrete cubes and flexural strength of beam is also studied. The compressive strength of concrete cubes and flexural strength of beam tests at 7, 14 and 28 days is determined with and without E-waste material. It is observed that the compressive strength of concrete is found to be 20.35 % higher when coarse aggregate is replaced by 15% with two sizes of E-waste material. The flexural strength of concrete beam is found to be 15.69 % higher when coarse aggregate is replaced by 15% with two sizes of E-waste material. Generally, greater than 15% replacement with any size of E-waste is not practicable or useful for the construction work. Thus, from the present study it can be concluded that E-waste material can be used as a partial replacement of coarse aggregate up to 15%. The problem of disposal of E-waste disposal can be solved and hence helps the environmental pollution generated by E-waste materials.
机译:来自其他行业的废料正在混凝土生产中,如粉煤灰,二氧化硅烟灰等。电子和电气行业的废料分为两类危险和惰性废料。惰性废物也称为电子废物描述过时,丢弃和故障的电气或电子设备。难以处理电子废料。在本研究中,研究了电子废物作为混凝土混合物中粗骨料的部分替代的影响。用于正常混合(无电子废物)M20级混凝土的混合设计,并携带含有5%,10%,15%,20%,25%和30%的e废料的粗骨料部分替代粗骨料出去。还研究了e-废物粒度的影响,在混凝土立方体的压缩强度和梁的抗压强度上,也研究了10至15mm和高达20mm之间的效果。在7,14和28天内测定混凝土立方体和横梁弯曲强度的抗压强度,无需电子废料。观察到,当粗骨料被两种尺寸的电子废料代替15%时,混凝土的抗压强度较高为20.35%。当粗骨料用两种尺寸的电子废料代替15%时,混凝土梁的弯曲强度较高为15.69%。通常,随着任何尺寸的电子废物更换超过15%,对于施工工作而言,不实用或有用。因此,从本研究中可以得出结论,电子废料可以用作粗骨料的部分替代粒度,高达15%。可以解决电子废物处理的处置问题,因此有助于电子废料产生的环境污染。

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