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3D打印再生细骨料混凝土配合比设计研究

张自荣 苏建东 周红林 刘海峰 杨光

长春工程学院学报(自然科学版)2025,Vol.26Issue(1):6-11,6.
长春工程学院学报(自然科学版)2025,Vol.26Issue(1):6-11,6.DOI:10.3969/j.issn.1009-8984.2025.01.002

3D打印再生细骨料混凝土配合比设计研究

Research on Mix Proportion Design of 3D Printed Recycled Fine Aggregate Concrete

张自荣 1苏建东 1周红林 1刘海峰 1杨光1

作者信息

  • 1. 长春工程学院 土木工程学院,长春 130012
  • 折叠

摘要

Abstract

It utilizes recycled fine aggregate as an equal mass replacement for natural sand,with the replace-ment ratio of recycled sand,water-cement ratio,and thickener dosage as influencing factors,to investigate their effects on the fluidity and compressive strength of 3D printed recycled fine aggregate concrete,aiming to design an optimal mix proportion.The results demonstrate that both the fluidity and compressive strength of concrete decrease with increasing recycled sand replacement ratio.An increase in water-cement ratio enhances concrete fluidity but reduces compressive strength.Higher thickener dosage leads to reduced bleeding,accompanied by decreases in both fluidity and compressive strength of the concrete.

关键词

3D打印混凝土/配合比设计/再生细骨料混凝土

Key words

3D printed concrete/proportion design/recycled fine aggregate concrete

分类

土木建筑

引用本文复制引用

张自荣,苏建东,周红林,刘海峰,杨光..3D打印再生细骨料混凝土配合比设计研究[J].长春工程学院学报(自然科学版),2025,26(1):6-11,6.

长春工程学院学报(自然科学版)

1009-8984

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