从椰子废料到生产胶凝复合材料作为民用建筑的替代品

Fernanda Monique da Silva, M. V. Scatolino, Edgley Alves de Oliveira Paula, V. G. O. Almeida, Felipe Bento de Albuquerque, Ricardo Alan da Silva Vieira, Joalis Barbalho de Souza, T. D. Pedrosa, Francisco Rodolfo Junior, R. Melo
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摘要

近年来,以清洁工业技术为基础的经济发展受到越来越多的研究。用木质纤维素纤维增强的胶凝复合材料在工程上是一种可持续的替代品。本研究旨在评价天然和工业椰子纤维胶凝复合材料的工艺性能,并将其与木颗粒进行比较。在不同的纤维和水泥掺量下进行了四种处理,分别进行了物理试验(密度、吸水率和厚度膨胀)和力学试验(静态弯曲)。结果表明,天然椰子纤维处理的密度值最低,为0.59 g/ cm3;工业椰子纤维处理的吸水率最低,分别为0.19%和0.38%,吸水次数为2和24 h;木颗粒处理的弹性模量和断裂模量最高,分别为1897 MPa和2.44 MPa。研究使用木质纤维素材料作为胶凝复合材料的保护材料,对于建筑建筑的应用是必不可少的,以减少产生废物和使用不可再生材料对环境的影响,促进可持续发展。
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From coconut waste to the production of cementitious composites as an alternative for civil construction
Economic development based on cleaner industrial technologies has been increasingly studied in recent years. Cementitious composites reinforced with lignocellulosic fibers can be a sustainable alternative for use in engineering. The study aimed to evaluate the technological properties of cementitious composites produced from natural and industrial coconut fiber to compare the reinforcement with wood particles. Physical tests (density, water absorption, and thickness swelling) and mechanical tests (static bending) were carried out in four treatments, which varied the fiber and cement contents. It was found that treatment with natural coconut fiber had the lowest density value, 0.59 g/cm 3 , and treatment with industrial coconut fiber had the lowest water absorption value for the times and times of 2 and 24 h, 0.19, and 0.38%, respectively, and the treatment with wood particles, the highest values of modulus of elasticity and rupture, 1,897 MPa and 2.44 MPa. The study of the use of lignocellulosic materials as protection in cementitious composites is essential for applications in building constructions to reduce the environmental impacts generated by the generation of waste and use of non-renewable materials and to promote sustainable development.
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