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Recycling cigarette butts in fired clay bricks

机译:回收在被烧的黏土砖的烟头

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摘要

Worldwide, cigarette butts (CBs) are among the most common type of litter. The United States Department of Agriculture estimates that in 2004 over 5.5 trillion cigarettes were produced in the world. This is equivalent to an estimated of 1.2 million tonnes of cigarette butt waste per year. These figures are expected to increase by more than 50% by 2025 according to American Cancer Society, mainly due to an increase in global population. In Australia, an estimated 25 to 30 billion filter cigarettes are smoked each year; of these, an estimated 7 billion become litter. Most cigarette filters are made of cellulose acetate which is slow to biodegrade and can take up to 18 months or more to break down under normal litter conditions. CB filters release a range of toxic chemicals as they deteriorate. Toxic chemicals trapped in the CB filters can be leached and cause serious damage to the environment. There are up to 4000 chemical components in cigarette smoke, of which 3000 are in the gas phase and 1000 in the tar phase. Landfilling and incineration of CB waste are neither universally sustainable nor economically feasible disposal methods. Recycling CBs is difficult because there are no easy mechanisms or procedures to assure efficient and economical separation of the butts and appropriate treatment of the entrapped chemicals. An alternative investigated herein is to incorporate CBs in a building material such as fired bricks. Brick is one of the most common masonry units used as a building material due to its properties such as high durability, low cost and acceptable compressive strength. Attempts have been made to incorporate waste such as rubber, limestone dust and wood sawdust, processed waste tea, fly ash, polystyrene and sludge into the production of bricks. Recycling of such wastes by incorporating them into building materials is a practical solution to a pollution problem. The utilisation of wastes in clay bricks usually has a positive effect on brick properties, although a decrease in performance in certain aspects has also been observed. Positive effects such as light-weight bricks with reduced shrinkage, porosity, thermal properties and strength can be obtained with the recycled wastes. Moreover, lower energy consumption during firing through the contribution of the high calorific value provided by many types of waste has also been achieved. In addition, the high temperature in the firing process allows volatilization of dangerous components changes the chemical characteristics of the materials and also eliminates the toxic components through fixation. This thesis presents and discusses the results of a study of the possibility of recycling CBs into fired clay bricks. This novel idea may provide a sustainable method to immobilise toxic chemicals that pose a very high risk to the environment through either leaching or emissions. In addition, this potentially important programme of investigation could help to solve a serious environmental problem, whilst also providing a new construction product with improved properties. In this study, the CBs (of different brands and sizes), collected from dry receptacles and disinfected, were used together with a brown clay soil for the manufacture of fired clay bricks. Classification tests including liquid limit, plastic limit, plasticity index and particle size distribution were carried out in accordance with Australian Standards. Chemical analyses using X-ray fluorescence, determined the main chemical components of the soil. Proctor standard compaction tests were conducted, according to the Australian Standard, to determine optimum moisture content and maximum dry density for the soil (control sample) and the mixed soil-CBs samples. Four different mixes were used for making fired brick samples. CBs (0% to 10 % by mass, about 0% to 30% by volume) were mixed with the soil and fired to produce bricks. The samples were compacted manually by pressing and kneading the mixes in appropriate moulds using predetermined masses corresponding to the maximum dry density. The samples were made in three sizes: cube, beam and brick for the determination of compressive strength, tensile strength, dry density, water absorption and initial rate of absorption. All samples were fired in a furnace at 1050oC. The results presented are the mean of three values. Electron micrographs of the test samples were made using an Environmental Scanning Electron Microscope for a better understanding of the characteristics of the microstructure. The results show that the dry density of fired bricks decreased by 8.3% to 30% when 2.5% to 10% CBs was incorporated into the raw materials. The compressive strength of bricks was reduced from 25.65 MPa (control) to 12.57, 5.22 and 3.00 MPa for 0%, 2.5%, 5.0% and 10% CB content respectively. Lateral modulus of rupture test results did not decrease significantly with the incorporation of CBs up to 5% CBs. The lowest value of tensile strength found was 1.24 MPa and the highest value of water absorption measured was 18%. Drying and firing shrinkage results did not increase greatly for the samples with CBs. Micrograph images showed the growth of pore sizes in the manufactured bricks as CB content increased from 2.5% to 10% by mass. In order to investigate the effect of mixing time on the physical and mechanical properties, brick samples were made with 7.5% by mass (about 22.5% by volume) CB content employing the same mixer with 5, 10 and 15 minutes mixing time. Cube, brick and beam samples were manufactured and tested using methods similar to those mentioned above. It was found that the effect of mixing time on all properties measured was significant. The compressive strength varied linearly from 2.97 MPa to 6.36 MPa when mixing time was increased from 5 minutes to 15 minutes, and similarly, the dry density increased from 1591 kg/m3 to 1789 kg/m3. These increases in compressive strength and dry density, equivalent to about 53% and 11% respectively, as well as a reduction of about 4% in water absorption, demonstrated the significant effect of mixing method on the physical and mechanical properties of these types of materials. Environmental Scanning Electron Microscope analysis of the brick samples confirmed that the apparent size of pores was reduced significantly and the distribution of pores became more uniform as the mixing time increased from 5 to 15 minutes. Thermal conductivity performance is an important criterion of building materials. In this study, the relationship between thermal conductivity and dry density was investigated by examining and analysing the experimental results from several other studies. A model was developed using 256 test results found for different types of brick, concrete and aggregate. This relationship was used to estimate the thermal conductivity of the experimental bricks in this study. Thermal conductivity of the experimental bricks was estimated to be reduced by 21% to 58% for CB contents ranging from 2.5% to 10%. Mixing times also affect thermal conductivity performance. Results show that the thermal conductivity values increased steadily as the mixing times increased. This is due to the increase in the dry density and therefore reduction of the porosity of the samples with longer mixing times. The results also reveal that the CBs could effectively be used as a pore-forming material in brick manufacturing. As a range of heavy metals may be trapped in the filters of cigarette butts, tests were carried out to investigate the possible leachates of arsenic, selenium, mercury, barium, cadmium, chromium, lead, silver, zinc, copper and nickel from the manufactured clay-CB bricks. Leachates were produced using the Australian Bottle Leaching Procedure, the Toxicity Characteristics Leaching Procedure and the modified Static Leachate Test methods. Triplicate samples from all the leachates were analysed using an Inductive Coupled Plasma Mass Spectrometry. All heavy metal concentrations were found to be insignificant and to fall within accepted levels of heavy metals established by the USEPA (1996) and EPAV (2005). An experimental set-up was developed to estimate the volume of emissions (carbon monoxide, carbon dioxide, chlorine, nitrogen oxide and hydrogen cyanide) at different heating rates (0.7ºC/min, 2ºC/min, 5ºC/min and 10ºC/min) during the firing of the bricks. Results show that the estimated volume of emissions was lower at higher heating rates, and higher heating rates up to 5ºC/min did not significantly affect the properties of the bricks tested. Adding CBs to the mix for manufacturing clay bricks assists firing due to their cellulose acetate content. Experimental findings and calculations indicate that the energy saved by incorporating, for example, 5% CBs can be up to 58%. This contribution to the heat input of the furnace during brick firing significantly reduces the amount of energy required. The results found in this investigation are very promising. It is concluded that cigarette butts can be regarded as a potential addition to the raw materials of new types of light-weight fired bricks, for non-load-bearing as well as load-bearing applications, providing the mix is appropriately designed and prepared for the required properties. Considering the number of bricks produced around the world every year, recycling CBs into bricks could contribute significantly to a sustainable solution of one of the serious environmental pollution problems on our planet.
机译:在世界范围内,烟头(CB)是最常见的垃圾类型。美国农业部估计,2004年全世界生产了超过5.5万亿支卷烟。据估计,这相当于每年120万吨的烟头废物。根据美国癌症协会的预测,到2025年,这些数字将增长50%以上,这主要是由于全球人口的增长。在澳大利亚,估计每年吸烟25至300亿支过滤嘴香烟;其中,估计有70亿个垃圾。大多数香烟过滤嘴是由醋酸纤维素制成的,醋酸纤维素的生物降解速度很慢,在正常的垫料条件下可能需要长达18个月或更长时间才能分解。 CB过滤器变质会释放出一系列有毒化学物质。夹带在CB过滤器中的有毒化学物质可能会浸出并严重破坏环境。香烟烟雾中多达4000种化学成分,其中3000种为气相,而1000种为焦油相。 CB废物的掩埋和焚化既不是普遍可持续的,也不是经济上可行的处置方法。回收CB十分困难,因为没有简单的机制或程序来确保烟头的有效和经济分离以及对夹带的化学品的适当处理。本文研究的替代方案是将CB掺入建筑材料(例如烧砖)中。砖由于其诸如高耐久性,低成本和可接受的抗压强度的特性而被用作建筑材料的最常见的砖石单元之一。已经尝试将诸如橡胶,石灰石粉尘和木屑,加工过的废茶,粉煤灰,聚苯乙烯和污泥等废物掺入砖的生产中。通过将这些废物掺入建筑材料中进行回收是解决污染问题的切实可行的解决方案。尽管在某些方面性能也有所下降,但在粘土砖中利用废物通常对砖的性能有积极影响。利用回收的废物可以获得诸如减少收缩,孔隙率,热性能和强度的轻质砖等正面效果。此外,通过多种类型的废物提供的高热值,还降低了燃烧过程中的能耗。此外,烧制过程中的高温会使危险成分挥发,从而改变了材料的化学特性,并通过固定消除了有毒成分。本文提出并讨论了将CB回收到煅烧粘土砖中的可能性的研究结果。这个新颖的想法可能提供一种可持续的方法,以固定有毒化学物质,这些化学物质通过浸出或排放对环境构成很高的风险。此外,这一潜在重要的研究计划可能有助于解决严重的环境问题,同时还提供具有改进性能的新建筑产品。在这项研究中,从干燥容器中收集并消毒的(不同品牌和尺寸的)断路器(CB)与棕色黏土一起用于生产烧制的粘土砖。根据澳大利亚标准进行了包括液体极限,塑料极限,可塑性指数和粒度分布在内的分类测试。使用X射线荧光进行化学分析,确定了土壤的主要化学成分。根据澳大利亚标准,进行了Proctor标准压实测试,以确定土壤(对照样品)和混合的CBs样品的最佳水分含量和最大干密度。四种不同的混合物用于制作烧结砖样品。将CB(按质量计0%至10%,按体积计约0%至30%)与土壤混合并烧成砖。通过使用对应于最大干密度的预定质量,在适当的模具中将混合物压制和捏合,手动压实样品。样品以三种尺寸制成:立方体,梁和砖,用于测定抗压强度,抗张强度,干密度,吸水率和初始吸收率。所有样品均在1050oC的炉中烧制。给出的结果是三个值的平均值。使用环境扫描电子显微镜制作测试样品的电子显微照片,以更好地了解显微结构的特征。结果表明,当将2.5%至10%的CB掺入原料中时,烧结砖的干密度降低了8.3%至30%。对于0%,2.5%,砖的抗压强度从25.65 MPa(对照)降低到12.57、5.22和3.00 MPa,CB含量分别为5.0%和10%。横向断裂模量的测试结果并没有随着CB含量的增加(最高5%)而显着降低。测得的拉伸强度的最低值为1.24MPa,吸水率的最高值为18%。含CB的样品的干燥和烧成收缩率结果没有显着提高。显微图像显示,随着CB含量从2.5%增至10%(质量),制成的砖中孔径的增长。为了研究混合时间对物理和机械性能的影响,使用相同的混合器在5、10和15分钟的混合时间下制备了质量分数为7.5%(按体积计约22.5%)的砖块样品。使用与上述相似的方法来制造和测试立方体,砖块和梁样品。发现混合时间对所测量的所有性能的影响是显着的。当混合时间从5分钟增加到15分钟时,抗压强度从2.97 MPa线性变化到6.36 MPa,类似地,干密度从1591 kg / m3增加到1789 kg / m3。这些抗压强度和干密度的增加分别相当于约53%和11%,以及吸水率降低约4%,证明了混合方法对这些类型的材料的物理和机械性能的显着影响。砖样品的环境扫描电子显微镜分析证实,随着混合时间从5分钟增加到15分钟,孔的表观尺寸显着减小,孔的分布变得更加均匀。导热性能是建筑材料的重要标准。在这项研究中,通过检查和分析其他几项研究的实验结果,研究了导热系数和干密度之间的关系。使用针对不同类型的砖,混凝土和集料的256个测试结果开发了一个模型。该关系用于估计本研究中实验砖的热导率。对于CB含量从2.5%到10%不等的情况,实验砖的热导率估计降低了21%到58%。混合时间也会影响导热性能。结果表明,随着混合时间的增加,热导率值稳定增加。这是由于增加了干密度,因此降低了混合时间更长的样品的孔隙率。结果还表明,CB可以有效地用作砖制造中的造孔材料。由于在烟蒂的过滤嘴中可能会捕获多种重金属,因此进行了测试,以调查制造商生产的砷,硒,汞,钡,镉,铬,铅,银,锌,铜和镍中可能的浸出液粘土CB砖。渗滤液是使用澳大利亚瓶浸法,毒性特征渗滤法和改进的静态渗滤液测试方法生产的。使用电感耦合等离子体质谱法分析所有浸出液的一式三份样品。发现所有重金属的含量均微不足道,且均处于USEPA(1996)和EPAV(2005)确定的重金属可接受水平之内。开发了一个实验装置来估算在不同加热速率(0.7ºC/ min,2ºC/ min,5ºC/ min和10ºC/ min)下的排放量(一氧化碳,二氧化碳,氯,氮氧化物和氰化氢)在烧砖的时候结果表明,在较高的加热速率下,估计的排放量较低,并且最高加热速率高达5ºC/ min时,不会显着影响测试砖的性能。将CB添加到混合物中以生产粘土砖,因为它们的醋酸纤维素含量高,有助于燃烧。实验结果和计算表明,掺入例如5%的CB可以节省多达58%的能量。在砖烧制过程中对炉子热量输入的这种贡献大大减少了所需的能量。在这项调查中发现的结果很有希望。结论是,对于非承重和承重应用,只要混合物经过适当设计和准备,烟头可以被视为新型轻质砖的原材料的潜在添加物。所需的属性。考虑到全球每年生产的砖块数量,将可再利用的CB回收为砖块可为可持续解决地球上严重的环境污染问题之一做出重要贡献。

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    Abdul Kadir A;

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  • 年度 2010
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