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一种可持续的新型方法,即将废弃的反渗透(RO)膜回收作为混凝土中的添加剂,并采用响应面法(RSM)建立数学模型。

A sustainable novel approach of recycling end-of-life reverse osmosis (RO) membrane as additives in concrete and mathematical model with response surface methodology (RSM).

机构信息

Department of Civil Engineering, College of Engineering and Technology, SRM Institute of Science and Technology, Kattankulathur, Chengalpattu, Tamil Nadu, 603203, India.

出版信息

Environ Sci Pollut Res Int. 2024 Mar;31(13):19304-19328. doi: 10.1007/s11356-024-32340-y. Epub 2024 Feb 15.

DOI:10.1007/s11356-024-32340-y
PMID:38355865
Abstract

This study investigates a novel method of recycling end-of-life reverse osmosis (RO) membranes to enhance the mechanical properties of concrete. Reverse osmosis (RO) is a widely used technology for water purification and desalination, but it has various environmental problems that require attention. RO membranes have a short service life, resulting in the generation of end-of-life (E-o-L) RO membrane trash in thousands of tons each year, which is typically disposed of in landfills, polluting land resources. The RO membrane primarily comprises a thin-film composite of polyamide (TFC PA) as a filter medium. The material properties of TFC PA are studied and added to the concrete as an additive in the cement volume at 1 to 20%. The optimum mix is identified at 3.4% of TFC PA, and the mechanical properties are nearly 17% greater than the control mix. SEM/EDX shows a higher bonding between TFC PA and the concrete, and TGA results exhibit the mass loss increasing with the increase in TFC PA. MIP analysis shows that the volume of cumulative pores and intruded volume is increased with increasing TFC PA. A sustainability study was carried out to evaluate the energy consumed and embodied CO in the mixes and mpared them with the control mix. The mathematical model for compressive strength at 7 days, 14 days, and 28 days is done using response surface methodology (RSM) with the independent variables of TFC PA, slump, and superplasticizer. The adopted regression illustrates a significant relationship between the response and variables, proving a higher R for all the models and optimal p-values for the responses. They show that TFC PA influences the enhancement of properties of concrete. The residual also proves to be very minimal in the model.

摘要

本研究探讨了一种回收废弃反渗透(RO)膜的新方法,以提高混凝土的机械性能。反渗透(RO)是一种广泛用于水净化和脱盐的技术,但它存在各种需要关注的环境问题。RO 膜的使用寿命较短,导致每年产生数千吨的废弃 RO 膜垃圾,这些垃圾通常被填埋,污染土地资源。RO 膜主要由聚酰胺(TFC PA)作为过滤介质的薄膜复合组成。研究了 TFC PA 的材料性能,并将其作为添加剂以 1%至 20%的水泥体积添加到混凝土中。确定最佳混合比为 3.4%的 TFC PA,其机械性能比对照混合比提高了近 17%。SEM/EDX 显示 TFC PA 与混凝土之间具有更高的结合力,TGA 结果表明随着 TFC PA 的增加质量损失增加。MIP 分析表明,随着 TFC PA 的增加,累积孔隙体积和侵入体积增加。进行了可持续性研究,以评估混合材料消耗的能量和固有的 CO2,并将其与对照混合物进行比较。使用响应面法(RSM)对 7 天、14 天和 28 天的抗压强度的数学模型进行建模,其独立变量为 TFC PA、坍落度和高效减水剂。采用的回归表明,响应与变量之间存在显著关系,证明所有模型的 R 值都较高,响应的最佳 p 值。它们表明 TFC PA 会影响混凝土性能的提高。模型中的残留量也证明非常小。

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