基于残余浆体质量分数的废弃混凝土再生砂品质评价方法研究-学报杂志社

期刊信息

合肥工业大学（自然科学版），2024年12月，第47卷第12期：1715-1720

DOI: 10.3969/j.issn.1003-5060.2024.12.021

作者信息

洪学飞 $ ^{1,2} $，詹炳根 $ ^{1,2,3,4} $，洪丽 $ ^{1,2,3,4} $，陈语阳 $ ^{1,2} $，余其俊 $ ^{1,2,3,4} $

（1. 合肥工业大学土木与水利工程学院，安徽合肥 230009；2. 安徽省水泥基材料低碳技术工程研究中心，安徽合肥 230009；3. 水泥基材料低碳技术与装备教育部工程研究中心，安徽合肥 230009；4. 土木工程结构与材料安徽省重点实验室，安徽合肥 230009）

摘要和关键词

摘要: 文章针对废弃混凝土再生砂资源属性复杂、基本性能差异性大导致其难以被高效利用的问题, 提出了基于再生砂的残余浆体质量分数分类及评价再生砂的方法。对北京、合肥、桐城、广州、成都和重庆的再生砂进行基本性能测试, 以再生砂的残余浆体质量分数 $ \alpha_{RCC} $ 为基础, 综合利用再生砂的表观密度、压碎指标、再生胶砂需水量比和强度比指标将再生砂划分成Ⅰ类、Ⅱ类和Ⅲ类 3 个等级并与现行规范比较。结果表明: 分别以再生砂的残余浆体质量分数 $ \alpha_{RCC} \leq 15\% $, $ 15\% < \alpha_{RCC} \leq 25\% $, $ \alpha_{RCC} > 25\% $ 划分再生砂的类别, 其对应的各项基本性能指标都满足现行规范的要求; 以残余浆体质量分数为基础对再生砂进行更简便精细的分类及品质评价。该分类方法有利于再生砂的差异化高效利用。

关键词: 废弃混凝土；再生砂；残余浆体质量分数；分类；评价方法

Authors

HONG Xuefei $ ^{1,2} $, ZHAN Binggen $ ^{1,2,3,4} $, HONG Li $ ^{1,2,3,4} $, CHEN Yuyang $ ^{1,2} $, YU Qijun $ ^{1,2,3,4} $

(1, School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China; 2, Anhui Province Engineering Research Center of Low-carbon Technology for Cement-based Materials, Hefei 230009, China; 3, Engineering Research Center of Low-carbon Technology and Equipment for Cement-based Materials of Ministry of Education, Hefei 230009, China; 4, Anhui Key Laboratory of Civil Engineering Structures and Materials, Hefei 230009, China)

Abstract and Keywords

Abstract: Aiming at the problem that recycled fine aggregate resource of waste concrete is difficult to be used efficiently due to its complex attribute and great difference in basic performance, this paper proposes a method to classify and evaluate recycled fine aggregate based on its residual cement paste content. The basic performance of recycled fine aggregate in Beijing, Hefei, Tongcheng, Guangzhou, Chengdu and Chongqing was tested. Based on the residual cement paste content $ \alpha_{RCC} $ of recycled fine aggregate, the recycled fine aggregate was divided into three grades, namely, Class I, Class II and Class III, by comprehensive utilization of the apparent density, crushing index, water demand ratio and strength ratio of recycled mortar, and compared with the current specifications. The results show that the recycled fine aggregate can be classified according to its residual cement paste content $ \alpha_{RCC} \leqslant 15\% $, $ 15\% < \alpha_{RCC} \leqslant 25\% $, $ \alpha_{RCC} > 25\% $, respectively, and its corresponding basic performance indexes meet the requirements of current specifications. The recycled fine aggregate can be classified and evaluated more simply and precisely based on the residual cement paste content. This classification meth- od is conducive to the differential and efficient utilization of recycled fine aggregate.

Keywords: waste concrete; recycled fine aggregate; residual cement paste content; classification; evaluation method

基金信息

国家重点研发计划资助项目（2020YFC1909902）

合肥工业大学学报(自然科学版)

导航菜单

基于残余浆体质量分数的废弃混凝土再生砂品质评价方法研究