电石渣对环保水泥基复合材料新鲜硬化性能的潜在影响

Laith Mohammed Ridha Mahmmod , Waleed A. Abbas
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引用次数: 0

摘要

减少生态影响和建筑成本的需要促使人们寻找可替代的结合材料,以加强工业副产品作为补充胶凝材料(scm)的使用。由于电石渣(CCR)具有丰富的可用性和环境效益,本文探讨了利用电石渣作为SCM来制造水泥基砂浆。CCR是一种生产气态乙炔产生的报废废物,利用它来替代普通硅酸盐水泥(OPC),其替代率分别为10%、20%、30%、40%和50% %。实验方案包括以下几个部分:首先,对CCR粉末进行了初步的理化和微量分析表征。其次,观察了制备的混合物的新鲜和硬化行为。最后,进行了成本和环境分析,以获得可持续性和成本效益评价。结果表明,添加10% % CCR可提高硬化性能。相反,进一步提高CCR含量会对所调查的响应产生不利影响。28 d后,掺加10%和50% % CCR的砂浆抗压强度分别为31.6和20.4 MPa。在28日龄和90日龄时,加入50% % CCR导致抗压强度最大降低35.4%和29.6% %。成本和环境分析证明了降低等效隐含CO2排放量和砂浆总成本的关键优势。添加10% % CCR后,CO2排放量和成本分别降低了9.6%和6.8% %。尽管10 %的CCR提高了测试的特性,但含有高水平CCR的混合物满足了单位砌体水泥砂浆的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Potential impact of calcium carbide residue on the fresh and hardened behavior of eco-friendly cement-based composites
The need to reduce both the ecological impact and construction costs has motivated the search for alternative binding materials that enhance the use of industrial by-products as supplementary cementitious materials (SCMs). This paper explores the utilization of calcium carbide residue (CCR) as an SCM to fabricate cement-based mortar, due to its abundant availability and environmental benefits. CCR, an end-of-life waste generated from producing gaseous acetylene, was harnessed to replace ordinary Portland cement (OPC) by 10, 20, 30, 40, and 50 %. The experimental program consists of parts: Firstly, the preliminary physicochemical and microanalysis characterization of CCR powder were investigated. Secondly, the fresh and hardened behavior of the fabricated mixtures were observed. Finally, the cost and environmental analysis were conducted to obtain a sustainability and cost-effective evaluation. The results proved that incorporating 10 % CCR boosts the hardened characteristics. In contrast, further upgrading the CCR content adversely affects the investigated responses. After 28 days, mortars incorporated with 10 and 50 % of CCR gave compressive strength of 31.6 and 20.4 MPa, respectively. Including 50 % CCR resulted in a maximum reduction in compressive strength of 35.4 and 29.6 % at 28 and 90 days of age. The cost and environmental analysis prove key advantages in lowering the equivalent embodied CO2 emissions and the total cost of the mortar. The Incorporation of 10 % CCR lowered CO2 emissions and cost by 9.6 and 6.8 %, respectively. Despite 10 % CCR enhancing the examined characteristics, the mixtures containing high levels of CCR satisfied the requirements of cement mortar for unit masonry.
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