混凝土2024,Issue(8) :184-187,192.DOI:10.3969/j.issn.1002-3550.2024.08.035

碱激发干硬性混凝土的制备及性能研究

Preparation and performance study of alkali-activated dry hard concrete

王鑫焱 刘程 李秋义 岳公冰
混凝土2024,Issue(8) :184-187,192.DOI:10.3969/j.issn.1002-3550.2024.08.035

碱激发干硬性混凝土的制备及性能研究

Preparation and performance study of alkali-activated dry hard concrete

王鑫焱 1刘程 1李秋义 1岳公冰1
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作者信息

  • 1. 青岛农业大学 建筑工程学院,山东 青岛 266109
  • 折叠

摘要

为推广干硬性混凝土在碱激发胶凝体系中的应用,本试验以矿粉和粉煤灰为胶凝材料,水玻璃为碱激发剂制备碱激发干硬性混凝土.试验测定了碱激发干硬性混凝土不同龄期的力学性能,拟合出28 d抗压强度与溶胶比之间的线性关系,采用接触法分析碱激发干硬性混凝土收缩随龄期的时变规律.研究结果表明:碱激发干硬性混凝土 1 d和3 d抗压强度可达到28 d抗压强度的80%和88.3%,快硬早强效果显著,且28 d抗压强度达到67.8 MPa;碱激发干硬性混凝土的收缩率随溶胶比增大而增大,60 d收缩率<750.0×10-6,粉煤灰的掺入会使混凝土早期强度有所损失,但可改善碱激发干硬性混凝土的干燥收缩性能.

Abstract

To popularize the application of dry-hard concrete in alkali-activated cementitious systems,it used mineral powder and fly ash as cementitious materials and water glass as an alkali activator to prepare alkali-activated dry hard concrete.The mechanical properties of alkali-activated dry hard concrete at different ages were measured,and the linear relationship between 28 d compressive strength and sol ratio was fitted.The time varying law of shrinkage of alkali-activated dry hard concrete with age was analyzed by contact method.The results show that the 1 d and 3 d compressive strength of alkali-activated dry hard concrete can reach 80%and 88.3%of the 28 d compressive strength,the effect of fast hardening and early strength is remarkable,and the 28 d compressive strength reaches 67.8 MPa.The shrinkage rate of alkali-activated dry hard concrete increases with the increase in sol ratio,and the shrinkage rate of 60 d is less than 750.0 × 10-6.The incorporation of fly ash will reduce the early strength of concrete,but it can improve the drying shrinkage performance of alkali-activated dry hard concrete.

关键词

碱激发/干硬性混凝土/抗压强度/干燥收缩/性能规律

Key words

alkali-activated/dry hard concrete/compressive strength/drying shrinkage/performance regularity

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基金项目

山东省自然科学基金(ZR2020ME036)

山东省重点研发计划(重大科技创新工程)课题(2021SFGC0201-04)

国家自然科学基金(52078261)

青岛市科技惠民示范引导专项(20-3-4-10-nsh)

出版年

2024
混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
参考文献量11
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