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3D打印混凝土流变性能调控研究进展

张泽的 贾子健 贾鲁涛 赵倚琳 王伟 张亚梅 陈宇

硅酸盐学报2026,Vol.54Issue(2):397-413,17.
硅酸盐学报2026,Vol.54Issue(2):397-413,17.DOI:10.14062/j.issn.0454-5648.20250499

3D打印混凝土流变性能调控研究进展

Research Progress on Rheological Property Control of 3D Printable Concrete

张泽的 1贾子健 1贾鲁涛 1赵倚琳 1王伟 1张亚梅 1陈宇1

作者信息

  • 1. 东南大学材料科学与工程学院,重大基础设施工程材料全国重点实验室,南京 2111896
  • 折叠

摘要

Abstract

Concrete 3D printing technology has attracted much attention in the construction industry due to its high degree of automation,efficiency,and cost-effectiveness.However,this technology imposes stricter requirements on the rheological properties of concrete.The material must exhibit a good fluidity during pumping and extrusion stages,while also demonstrating a superior buildability during the deposition phase.It is thus essential for production of high-performance 3D printable concrete and ensuring its printability to clarify the evolution mechanisms and underlying principles of rheological behavior. This review firstly introduces the key rheological parameters and testing methods for 3D printable concrete,and then discusses the evolution mechanisms of rheological properties from the perspectives of interparticle forces and hydration reactions.The influence of typical solid waste materials(i.e.,steel slag powder and recycled brick powder with distinct physical and chemical characteristics)on the rheological performance and the fundamental mechanisms are analyzed.In addition,the effect of shear action occurred during the printing process on the rheological properties is also illustrated. Summary and Prospects The evolution of rheological properties in cement-based materials is governed by a complex interplay of colloidal interparticle forces(i.e.,the van der Waals and electrical double-layer forces)and cement hydration,altering the solid volume fraction and C-S-H interactions.While hydration dominates static yield stress growth after the acceleration period,the relative contributions of colloidal versus hydration effects beforehand remain debated.In a macroscopic scale,concrete rheology is determined via a synergy between the paste properties and the aggregate volume fraction.The system transitions from being paste-dominated to governed by aggregate contact forces once a critical volume fraction is exceeded.The plastic viscosity and yield stress are quantitatively described by the Krieger-Dougherty and Chateau-Ovarlez-Trung models,respectively.Solid waste materials further modulate rheology by altering the water film thickness via changes in particle packing and specific surface area and by influencing the yield stress development rate through modifications to surface energy,liquid phase ionic strength,and hydration kinetics.The existing research sufficiently addresses the impact of mix proportions.However,a significant knowledge gap persists for the time-dependent rheological evolution under the complex shear history inherent to 3D printing processes.Future work should thus focus on elucidating the underlying microscopic mechanisms and developing quantitative models that couple shear effects with multiple material parameters to enable a precise rheological control.

关键词

3D打印混凝土/流变性能/颗粒间作用力/水化/剪切作用/固废材料

Key words

3D printable concrete/rheological properties/interparticle force/hydration/shearing action/solid waste materials

分类

建筑与水利

引用本文复制引用

张泽的,贾子健,贾鲁涛,赵倚琳,王伟,张亚梅,陈宇..3D打印混凝土流变性能调控研究进展[J].硅酸盐学报,2026,54(2):397-413,17.

基金项目

国家自然科学基金重点项目(52130210). (52130210)

硅酸盐学报

0454-5648

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