Wang Hao, Habibi Mohammad, Marzouki Riadh, Majdi Ali, Shariati Morteza, Denic Nebojsa, Zakić Aleksandar, Khorami Majid, Khadimallah Mohamed Amine, Ebid Ahmed Abdel Khalek
School of Civil Engineering, Chongqing Vocational Institute of Engineering, Chongqing 402260, China.
Department of Civil Engineering, Calut Company Holding, Melbourne 3800, Australia.
Gels. 2022 Apr 29;8(5):278. doi: 10.3390/gels8050278.
Despite cement's superior performance and inexpensive cost compared to other industrial materials, crack development remains a persistent problem in concrete. Given the comparatively low tensile strength, when cracks emerge, a pathway is created for gas and water to enter the cementitious matrix, resulting in steel reinforcement corrosion which compromises the durability of concrete. Superabsorbent hydrogels have been developed as a novel material for enhancing the characteristics of cementitious materials in which they have been demonstrated to decrease autogenous shrinkage and encourage self-healing. This study will detail the design and application of polyelectrolyte hydrogel particles as internal curing agents in concrete and provide new findings on relevant hydrogel-ion interactions. When hydrogel particles are mixed into concrete, they generate their stored water to fuel the curing reaction that results in less cracking and shrinkage, thereby prolonging the service life of the concrete. The interaction of hydrogels with cementitious materials is addressed in this study; the effect of hydrogels on the characteristics and self-healing of cementitious materials was also studied. Incorporating hydrogel particles into cement decreased mixture shrinkage while increasing the production of particular inorganic phases within the vacuum region formerly supplied by the swollen particle. In addition, considering the control paste, cement pastes containing hydrogels exhibited less autogenous shrinkage. The influence of hydrogels on autogenous shrinkage was found to be chemically dependent; the hydrogel with a delayed desorption rate displayed significantly low shrinkage in cement paste.
尽管与其他工业材料相比,水泥具有卓越的性能且成本低廉,但裂缝发展仍是混凝土中一个长期存在的问题。鉴于混凝土的抗拉强度相对较低,裂缝出现时会为气体和水进入胶凝基质创造通道,导致钢筋腐蚀,从而损害混凝土的耐久性。高吸水性水凝胶已被开发为一种新型材料,用于改善胶凝材料的性能,已证明其能减少自收缩并促进自我修复。本研究将详细阐述聚电解质水凝胶颗粒作为混凝土内部养护剂的设计与应用,并提供有关水凝胶 - 离子相互作用的新发现。当水凝胶颗粒混入混凝土中时,它们会释放储存的水分以推动养护反应,从而减少裂缝和收缩,进而延长混凝土的使用寿命。本研究探讨了水凝胶与胶凝材料的相互作用;还研究了水凝胶对胶凝材料性能和自我修复的影响。将水凝胶颗粒掺入水泥中可减少混合物的收缩,同时增加先前由膨胀颗粒提供的真空区域内特定无机相的生成。此外,与对照浆体相比,含有水凝胶的水泥浆体表现出较小的自收缩。发现水凝胶对自收缩的影响取决于化学性质;解吸速率延迟的水凝胶在水泥浆体中显示出显著较低的收缩率。