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利用废煤底灰和甘蔗渣灰替代水泥和砂生产可持续混凝土。

Use of waste recycling coal bottom ash and sugarcane bagasse ash as cement and sand replacement material to produce sustainable concrete.

机构信息

Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 32610, Tronoh, , Perak, Malaysia.

Department of Civil Engineering, Quaid-E-Awam University of Engineering, Science and Technology, Campus Larkana, Larkana, Sindh, Pakistan.

出版信息

Environ Sci Pollut Res Int. 2022 Jul;29(35):52399-52411. doi: 10.1007/s11356-022-19478-3. Epub 2022 Mar 8.

Abstract

Concrete is widely used as a building material all over the world, and its use is increasing the demand of cement and sand in the construction industry. However, the limited resources and environmental degradation are driving scientists to develop alternative materials from vast volumes of agro-industrial wastes as a partial replacement for conventional cement. In the manufacture of concrete, cement is a major binding resource. This study looked into recycling agro-industrial wastes into cement, such as sugarcane bagasse ash (SCBA), coal bottom ash (CBA), and others, to create sustainable and environmentally friendly concrete. This study aims to see how the combined effects of agricultural by-product wastes affected the characteristics of concrete. SCBA is used to replace fine aggregate (FA) ranging from 0 to 40% by weight of FA, while CBA is used to replace cement content ranging from 0 to 20% by weight of the total binder. In this case, a total of 204 concrete samples (cubes and cylinders) are made using a mixed proportion of 1:1.5:3 and a water-cement ratio of 0.54. Workability, density, water absorption, and mechanical characteristics in terms of compressive and splitting tensile strengths were examined in this study. In addition, for each mix percentage, the total embodied carbon was determined. Workability, density, and water absorption were found to be considerably decreased when CBA and SCBA concentration increased. Due to the pozzolanic nature of CBA and SCBA, an increase in compressive and splitting tensile strengths were seen for specific concrete mixtures, and further addition of CBA and SCBA, the decrease in strength. The embodied carbon of SCBA has augmented the total embodied carbon of concrete, though it can be seen that C15S40, which comprises of 15% CBA and 40% SCBA, is the optimum mix that attained tensile and compressive strength by 3.05 MPa and 28.75 MPa correspondingly, with a 4% reduction in total embodied carbon.

摘要

混凝土作为一种建筑材料在世界各地得到了广泛的应用,其使用量的增加导致了建筑行业对水泥和沙子的需求增加。然而,有限的资源和环境恶化促使科学家们开发替代材料,从大量的农业工业废物中提取,作为传统水泥的部分替代品。在混凝土的制造中,水泥是一种主要的粘结材料。本研究探讨了将农业工业废物如甘蔗渣灰(SCBA)、煤底灰(CBA)等回收再利用到水泥中,以制造可持续和环保的混凝土。本研究旨在探讨农业副产品废物的综合效应如何影响混凝土的特性。SCBA 被用来替代重量为 0 到 40%的细骨料(FA),而 CBA 则被用来替代总胶凝材料重量的 0 到 20%的水泥。在这种情况下,总共制作了 204 个混凝土样品(立方体和圆柱体),混合比例为 1:1.5:3,水灰比为 0.54。本研究考察了工作性、密度、吸水率和抗压强度和劈裂抗拉强度的机械特性。此外,对于每个混合比例,还确定了总隐含碳。当 CBA 和 SCBA 的浓度增加时,工作性、密度和吸水率都显著降低。由于 CBA 和 SCBA 的火山灰性质,特定混凝土混合物的抗压强度和劈裂抗拉强度有所增加,而进一步添加 CBA 和 SCBA,强度则会降低。SCBA 的隐含碳增加了混凝土的总隐含碳,但可以看出,包含 15% CBA 和 40% SCBA 的 C15S40 是最佳混合比例,相应地达到了 3.05 MPa 的拉伸强度和 28.75 MPa 的抗压强度,总隐含碳减少了 4%。

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