Synthesis and Performances of Shrinkage-Reducing Polycarboxylate Superplasticizer in Cement-Based Materials

Abstract

Reducing or eliminating cracks caused by shrinkage of cementitious materials remains a daunting challenge for construction engineers. Drying shrinkage and autogenous shrinkage are the main shrinkage types in the service process of cement−based materials, which have a great impact on engineering applications. If cracks in concrete generate by drying or autogenous shrinkage, the mechanical properties, water resistance and durability of concrete will be also affected. It is an effective method to use chemical admixtures to inhibit the shrinkage of cement−based materials. Polycarboxylate plasticizer (PCE) is an important chemical admixture in cement−based materials and is widely used in practical engineering. It can bring great value by reducing the shrinkage effect through molecular design. Through our innovative design, a series of shrinkage−reducing polycarboxylate superplasticizers (SRPs) were synthesized, their molecular structures were confirmed by Fourier transform infrared spectroscopy (FTIR) and their molecular properties were determined by gel permeation chromatography (GPC). Furthermore, the shrinkage performances at different ages of the mortars containing the synthesized SRPs with different structures were systematically evaluated. The results showed that compared with the blank sample, the dry shrinkage rate and free shrinkage rate of the mortars containing SRP decreased by over 20% and 15%, respectively. Additionally, the shrinkage rates of the mortars containing SRP were significantly lower than that of the mortar containing conventional PCE, and moreover, the water−reducing performance was improved compared to conventional PCE. Based on the experimental results of surface tension and evaporation rate of different SRP solutions, the mechanism of the shrinkage−reducing effect was probed, as expected to provide guidance for the design and development of new shrinkage−reducing admixtures.

Influence of Sunflower Seed Husks Ash on the Structure Formation and Properties of Cement Concrete

“…As a result, all particles of the system begin to repel each other mutually, setting the entire system in motion. Thus, the optimal combination of SSHA additives, microsilica and super plasticizer makes it possible to reduce the cohesion between the components of the concrete mixture, which subsequently helps to create a more uniform and dense composite structure [58][59][60][61]. The findings from estimating the physical and mechanical properties align well with the structural analysis of the examined samples.…”