粗骨料全替代再生混凝土的孔结构与力学性能分析

硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (8): 3005-3016.

粗骨料全替代再生混凝土的孔结构与力学性能分析

张玉栋^1,2, 张佳帅¹, 贾吉龙^1,2, 李晓辰³, 霍刚⁴, 谢龙¹, 孟志鹏¹, 高玉增¹, 曹颖卓¹

1.河北建筑工程学院土木工程学院,张家口 075000;
2.河北省土木工程诊断、改造与抗灾重点实验室,张家口 075000;
3.张家口市益源建筑垃圾处置和综合利用有限公司,张家口 075000;
4.张家口亿源建材有限公司,张家口 075000

收稿日期:2024-01-03 修订日期:2024-04-01 出版日期:2024-08-15 发布日期:2024-08-12
通信作者: 贾吉龙,讲师。E-mail:jacobna@163.com;张佳帅,硕士研究生。E-mail:zhangjiashuai1113@163.com
作者简介:张玉栋(1986—),男,副教授。主要从事混凝土及智能材料的研究。E-mail:2450548469@qq.com
基金资助:
河北省教育厅青年基金项目(QN2023157);河北省高等学校科学技术研究项目(QN2024034);张家口市基础研究和人才培养计划项目(2221002A);河北建筑工程学院研究生创新基金项目(XY2023060)

Analysis of Pore Structure and Mechanical Properties of Recycled Concrete with Full Replacement of Coarse Aggregate

ZHANG Yudong^1,2, ZHANG Jiashuai¹, JIA Jilong^1,2, LI Xiaochen³, HUO Gang⁴, XIE Long¹, MENG Zhipeng¹, GAO Yuzeng¹, CAO Yingzhuo¹

1. College of Civil Engineering, Hebei University of Architectural Engineering, Zhangjiakou 075000, China;
2. Hebei Key Laboratory of Diagnosis, Reconstruction and Anti-Disaster of Civil Engineering, Zhangjiakou 075000, China;
3. Zhangjiakou Yiyuan Construction Waste Disposal and Comprehensive Utilization Co., Ltd., Zhangjiakou 075000, China;
4. Zhangjiakou Yiyuan Building Materials Co., Ltd., Zhangjiakou 075000, China

Received:2024-01-03 Revised:2024-04-01 Online:2024-08-15 Published:2024-08-12

摘要/Abstract

摘要： 为提高建筑垃圾利用率,采用两种来源不同且性质差异较大的再生粗骨料来制备满足工程需求的大流动性再生混凝土,在粗骨料全替代下研究不同品质再生粗骨料及不同矿物掺合料对再生混凝土工作性、力学性能及孔结构的影响,并确定其最优配合比。结果表明:与天然粗骨料相比,再生粗骨料内部含有较多裂缝,掺入粉煤灰和矿粉后,部分颗粒填充于骨料内部缝隙之间,有利于改善混凝土和易性,但不利于混凝土强度发展。孔结构分析表明气泡体积占比越小,有益气泡占比越大,对混凝土越有利。综合考虑各项性能,推荐最优配合比为双掺粉煤灰10%(质量分数,下同)、矿粉5%,此时再生混凝土工作性满足大流动性的要求,强度满足C30强度等级要求。

关键词: 再生粗骨料, 再生混凝土, 矿物掺合料, 力学性能, 孔结构, 气泡孔径, 大流动性

Abstract: In order to improve the utilization rate of construction waste, large liquidity recycled concrete was prepared using recycled coarse aggregates with significant differences in properties from two sources to meet engineering needs. The effects of different quality recycled coarse aggregates and mineral admixtures on workability, mechanical properties and pore structure of recycled concrete were studied under the full replacement of coarse aggregates, and the optimal ratio was determined. The results show that recycled coarse aggregates contain more cracks than natural aggregates. After adding fly ash and mineral powder, some particles fill the gaps inside aggregates, which is beneficial for improving workability of concrete, but not conducive to development of concrete strength. The analysis of pore structure shows that the smaller percentage of bubble volume and the larger percentage of beneficial bubbles, the more favorable it is for concrete. Taking into account various performance factors, it is recommended that the optimal mix ratio is 10% (mass fraction, the same below) fly ash and 5% mineral powder. The workability of recycled concrete meets the requirements of large liquidity and the strength meets the requirements of C30 strength grade.

Key words: recycled coarse aggregate, recycled concrete, mineral admixture, mechanical proporty, pore structure, bubble pore size, large liquidity

中图分类号:

TU528

张玉栋, 张佳帅, 贾吉龙, 李晓辰, 霍刚, 谢龙, 孟志鹏, 高玉增, 曹颖卓. 粗骨料全替代再生混凝土的孔结构与力学性能分析[J]. 硅酸盐通报, 2024, 43(8): 3005-3016.

ZHANG Yudong, ZHANG Jiashuai, JIA Jilong, LI Xiaochen, HUO Gang, XIE Long, MENG Zhipeng, GAO Yuzeng, CAO Yingzhuo. Analysis of Pore Structure and Mechanical Properties of Recycled Concrete with Full Replacement of Coarse Aggregate[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2024, 43(8): 3005-3016.

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