Liu Shengkai, Zhang Hui, Pei Xiaoyuan, Wu Xianyan, Jiang Wanwei, Luo Shigang, Yang Zhengxin, Shi Jingjing, Liu Liangsen, Xu Zhiwei
Key Laboratory of Advanced Braided Composites, Ministry of Education, School of Textile Science and Engineering, Tiangong University, Tianjin 300387, China.
College of Materials and Textile Engineering, Nanotechnology Research Institute, Jiaxing University, Jiaxing 314001, China.
Langmuir. 2024 Jun 25;40(25):12899-12910. doi: 10.1021/acs.langmuir.4c00525. Epub 2024 Jun 12.
Textile-reinforced mortar (TRM) composites have been extensively utilized in building reinforcement due to their exceptional mechanical properties. The weakest link in the entire structure is the interface between the TRM composites and the concrete; however, it plays a crucial role in effectively transferring stress. Researchers have taken measures to improve the strength of the interface, but the results are relatively scattered. In this paper, the surface treatment of the substrate, the thickness of the surfactant, and the physical doping of the surfactant on the interfacial bonding strength of the concrete were comparatively studied. The results demonstrate that the sandblasting treatment on the surface of the concrete enhances the bonding area between the mortar and the concrete of the reinforcement layer, leading to a 50% increase in the bending resistance of the structure. When the surfactant thickness increases to 0.5 kg/m, more surfactants penetrate the mortar and concrete. This significantly inhibits the occurrence of cracks in the structure. The addition of 2.5% AlO nanomaterials to the surfactant diminishes the shrinkage rate of the curing process, enhances the impact toughness, and improves the flexural and compressive properties of the bonding layer. The ultimate load of the structure increases by 65%. Physical doping of the surfactant is the most effective measure with the most apparent improvement result. It significantly enhances the bonding strength of the interface and can be widely used in construction.
纺织增强砂浆(TRM)复合材料因其优异的力学性能而被广泛应用于建筑加固。整个结构中最薄弱的环节是TRM复合材料与混凝土之间的界面;然而,它在有效传递应力方面起着至关重要的作用。研究人员已采取措施提高界面强度,但结果相对分散。本文对基体的表面处理、表面活性剂的厚度以及表面活性剂的物理掺杂对混凝土界面粘结强度的影响进行了对比研究。结果表明,混凝土表面的喷砂处理增加了增强层砂浆与混凝土之间的粘结面积,使结构的抗弯能力提高了50%。当表面活性剂厚度增加到0.5 kg/m时,更多的表面活性剂渗透到砂浆和混凝土中。这显著抑制了结构中裂缝的出现。在表面活性剂中添加2.5%的AlO纳米材料可降低固化过程的收缩率,提高冲击韧性,并改善粘结层的抗弯和抗压性能。结构的极限荷载增加了65%。表面活性剂的物理掺杂是最有效的措施,改善效果最明显。它显著提高了界面的粘结强度,可广泛应用于建筑施工中。