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基于废弃物的碱激发水泥基复合材料的研发

Development of Waste-Based Alkali-Activated Cement Composites.

作者信息

Boros Adrienn, Varga Csilla, Prajda Roland, Jakab Miklós, Korim Tamás

机构信息

Department of Materials Engineering, Faculty of Engineering, University of Pannonia, H-8201 Veszprém, Hungary.

Sustainability Solutions Research Lab, Faculty of Engineering, University of Pannonia, H-8201 Veszprém, Hungary.

出版信息

Materials (Basel). 2021 Oct 5;14(19):5815. doi: 10.3390/ma14195815.

Abstract

Nowadays, global warming and the ensuing climate change are one of the biggest problems for humanity, but environmental pollution and the low ratio of waste management and recycling are not negligible issues, either. By producing alkali-activated cements (AACs), it is possible to find an alternative way to handle the above-mentioned environmental problems. First, with a view to optimizing experimental parameters, metakaolin-based AACs were prepared, and in it, waste tire rubber was used as sand replacement (5-45 wt %). Insufficient wetting between the rubber particles and the matrix was corrected through different surface treatments of the rubber. For improving the mechanical/strength properties of the specimens, fibrous waste kaolin wool (0.5-1.5 wt %) was added to the AAC matrix. Considering the results of model experiments with metakaolin, blast-furnace-slag-based AAC composites were developed. The effects of storage conditions, specimen size and cyclic loading on the compressive strength were investigated, and the resulting figures were compared with the relevant values of classic binders. The strength (44.0 MPa) of the waste-based AAC composite significantly exceeds the required value (32.5 MPa) of clinker saving slag cement. Furthermore, following cyclic compressive loading, the residual strength of the waste-based AAC composite shows a slight increase rather than a decrease.

摘要

如今,全球变暖和随之而来的气候变化是人类面临的最大问题之一,但环境污染以及废物管理和回收利用率低也并非可以忽视的问题。通过生产碱激发水泥(AACs),有可能找到解决上述环境问题的替代方法。首先,为了优化实验参数,制备了偏高岭土基AACs,其中使用废轮胎橡胶替代砂(5-45重量%)。通过对橡胶进行不同的表面处理,纠正了橡胶颗粒与基体之间的润湿不足问题。为了提高试样的力学/强度性能,向AAC基体中添加了纤维状废高岭土棉(0.5-1.5重量%)。考虑到偏高岭土模型实验的结果,开发了高炉矿渣基AAC复合材料。研究了储存条件、试样尺寸和循环加载对抗压强度的影响,并将结果与传统粘结剂的相关值进行了比较。废基AAC复合材料的强度(44.0MPa)显著超过了节约熟料矿渣水泥的要求值(32.5MPa)。此外,在循环压缩加载后,废基AAC复合材料的残余强度略有增加而非降低。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b4c5/8510189/ec9a535cb17d/materials-14-05815-g001.jpg

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