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有机聚合物对矿渣地质聚合物基体力学性能及增韧机理的影响

Effect of Organic Polymers on Mechanical Property and Toughening Mechanism of Slag Geopolymer Matrix.

作者信息

Xing Xiaotong, Wei Jiangxiong, Xu Weiting, Wang Beihan, Luo Shunjie, Yu Qijun

机构信息

School of Materials Science and Engineering, Guangzhou 510641, China.

出版信息

Polymers (Basel). 2022 Oct 8;14(19):4214. doi: 10.3390/polym14194214.

Abstract

In this work, two series of chemically reactive polymers, silane coupling agents (SCAs) and water-soluble polymers, were specifically designed as an additive to improve the ductility of slag geopolymer paste by vibration pressure technique. The influences of organic polymers on the fluidity, rheological behavior, mechanical property, porosity, and toughening mechanism of slag geopolymer were investigated. The polycondensation and bonding characteristics of organic-inorganic products were calculated by H liquid nuclear magnetic resonance (NMR) technology and Fourier transform infrared (FT-IR). The polymerization degree of composite geopolymer was evaluated by Si NMR and X-ray photoelectron spectroscopy (XPS). The microscopic morphology of the geopolymer matrix was analyzed using scanning electron microscopy (SEM). The results showed that the dosage of the KH570 and PAA-Na with 5 wt% behaved best in improving the flexural strength and the compressive strength of geopolymer in their corresponding organic series, respectively. The addition of polymers decreased the fluidity and the fluidity loss ratio of geopolymer slurry but reduced the harmful pores of hardened geopolymer. The organic polymers acting as bridge-fixed water molecules weakened the repulsion force, and formed a three-dimensional network through molecular interweaving in a geopolymer matrix. Methacryloxy in silane coupling agents and carboxyl group in water-soluble polymers may contribute to the improvement of hydration product structure through strong bonding with C-A-S-H. Microscopic measurements indicated that the addition of KH570 and PAA-Na in geopolymer could form 73.55% and 72.48% Si-O-Si with C-A-S-H gel, higher than the reference, and increase the polycondensation degree of C-A-S-H phase, reflected by the increased generation of Q and Q(1Al) and the longer chain length, leading to a higher densified geopolymer matrix with high ductility.

摘要

在本研究中,专门设计了两类化学反应性聚合物,即硅烷偶联剂(SCA)和水溶性聚合物,作为添加剂,通过振动压力技术提高矿渣地质聚合物浆体的延展性。研究了有机聚合物对矿渣地质聚合物的流动性、流变行为、力学性能、孔隙率及增韧机理的影响。采用氢液体核磁共振(NMR)技术和傅里叶变换红外光谱(FT-IR)计算有机-无机产物的缩聚和键合特征。通过硅核磁共振(Si NMR)和X射线光电子能谱(XPS)评估复合地质聚合物的聚合度。利用扫描电子显微镜(SEM)分析地质聚合物基体的微观形貌。结果表明,在各自对应的有机系列中,5 wt%的KH570和PAA-Na用量在提高地质聚合物的抗折强度和抗压强度方面表现最佳。聚合物的加入降低了地质聚合物浆体的流动性和流动性损失率,但减少了硬化地质聚合物中的有害孔隙。作为桥连固定水分子的有机聚合物减弱了排斥力,并通过在地质聚合物基体中的分子交织形成三维网络。硅烷偶联剂中的甲基丙烯酰氧基和水溶性聚合物中的羧基可能通过与C-A-S-H的强键合有助于改善水化产物结构。微观测量表明,在地质聚合物中添加KH570和PAA-Na可分别与C-A-S-H凝胶形成73.55%和72.48%的Si-O-Si,高于参考值,并提高C-A-S-H相的缩聚程度,这表现为Q和Q(1Al)生成量增加以及链长变长,从而形成具有高延展性的更高致密化地质聚合物基体。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/2cbf/9573140/56a87b7e4fa8/polymers-14-04214-g001.jpg

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