废玻璃粉部分替代水泥用于可持续混凝土实践

G.M. Sadiqul Islam , M.H. Rahman , Nayem Kazi
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引用次数: 378

摘要

全世界每年产生百万吨废玻璃。一旦玻璃成为废物,它就会被填埋,这是不可持续的,因为它不会在环境中分解。玻璃主要由二氧化硅组成。在混凝土中使用磨碎(磨碎)的废玻璃作为水泥的部分替代品,可能是朝着可持续(环境友好、节能和经济)基础设施系统发展的重要一步。当废玻璃被磨成微小颗粒时,预计会与水泥水合物发生火山灰反应,形成二次水合硅酸钙(C-S-H)。本研究对透明玻璃和有色玻璃的化学性质进行了评价。使用x射线荧光(XRF)技术对玻璃和水泥样品进行化学分析,发现透明玻璃和有色玻璃在成分上存在微小差异。砂浆和混凝土的流动和抗压强度试验是通过添加0-25%的磨砂玻璃进行的,其中水与粘合剂(水泥+玻璃)的比例在所有替换层保持不变。随着玻璃掺量的增加,砂浆流量略有增加,而对混凝土和易性的影响较小。为了评价填料效应和火山灰效应,在相同掺量和1%超塑掺合料(按水泥重量计)的情况下进行了进一步的试验,结果发现掺合料的砂浆抗压强度普遍提高。与砂浆一样,准备混凝土立方体样品并进行强度测试(直到养护1年)。抗压强度试验结果表明,与对照样品相比,再生玻璃砂浆和混凝土具有更好的强度。考虑到成本和环境,用废玻璃替代20%的水泥是令人信服的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Waste glass powder as partial replacement of cement for sustainable concrete practice

Million tons of waste glass is being generated annually all over the world. Once the glass becomes a waste it is disposed as landfills, which is unsustainable as this does not decompose in the environment. Glass is principally composed of silica. Use of milled (ground) waste glass in concrete as partial replacement of cement could be an important step toward development of sustainable (environmentally friendly, energy-efficient and economical) infrastructure systems. When waste glass is milled down to micro size particles, it is expected to undergo pozzolanic reactions with cement hydrates, forming secondary Calcium Silicate Hydrate (C–S–H). In this research chemical properties of both clear and colored glass were evaluated. Chemical analysis of glass and cement samples was determined using X-ray fluorescence (XRF) technique and found minor differences in composition between clear and colored glasses. Flow and compressive strength tests on mortar and concrete were carried out by adding 0–25% ground glass in which water to binder (cement + glass) ratio is kept the same for all replacement levels. With increase in glass addition mortar flow was slightly increased while a minor effect on concrete workability was noted. To evaluate the packing and pozzolanic effects, further tests were also conducted with same mix details and 1% super plasticizing admixture dose (by weight of cement) and generally found an increase in compressive strength of mortars with admixture. As with mortar, concrete cube samples were prepared and tested for strength (until 1 year curing). The compressive strength test results indicated that recycled glass mortar and concrete gave better strength compared to control samples. A 20% replacement of cement with waste glass was found convincing considering cost and the environment.

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