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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (9): 3355-3366.DOI: 10.16552/j.cnki.issn1001-1625.2025.0337

• 资源综合利用 • 上一篇    下一篇

热处理温度和放置时间对建筑垃圾分离渣土活性影响的机理研究

邱军付1, 张瑞峰1, 贺鑫鑫2, 赵宇翔1, 胡家磊1, 李雅曦3   

  1. 1.北京建筑材料科学研究总院有限公司,材料循环低碳再生全国重点实验室,北京 100041;
    2.北京市建筑工程研究院有限责任公司,北京 100039;
    3.北京石油化工工程有限公司,北京 100020
  • 收稿日期:2025-03-21 修订日期:2025-05-19 出版日期:2025-09-15 发布日期:2025-09-19
  • 作者简介:邱军付(1977—),男,博士,高级工程师。主要从事绿色建材开发和固废资源化利用技术的研究。E-mail:82324545@qq.com
  • 基金资助:
    国家重点研发计划(2023YFE0199600)

Mechanism Study on Influences of Heat Treatment Temperature and Storage Time on Activity of Construction Waste Separation Residue

QIU Junfu1, ZHANG Ruifeng1, HE Xinxin2, ZHAO Yuxiang1, HU Jialei1, LI Yaxi3   

  1. 1. State Key Laboratory of Materials Low-Carbon Recycling, Beijing Building Materials Academy of Scientific Research Co., Ltd., Beijing 100041, China;
    2. Beijing Building Construction Research Institute Co., Ltd., Beijing 100039, China;
    3. Beijing Petrochemical Engineering Co., Ltd., Beijing 100020, China
  • Received:2025-03-21 Revised:2025-05-19 Published:2025-09-15 Online:2025-09-19

摘要: 建筑垃圾分离渣土(CWSR)成分复杂、活性低是其难以资源化的主要原因。通过X-射线荧光(XRF)分析、热重(TG)分析、水化热分析、氮吸附分析、X-射线衍射(XRD)分析和扫描电子显微镜(SEM)分析,研究了不同热处理温度和放置时间对建筑垃圾分离渣土活性的影响机理,剖析了建筑垃圾分离渣土对普通硅酸盐水泥(OPC)胶凝体系宏观性能和微观结构的影响规律。结果表明,建筑垃圾分离渣土的抗压强度和强度活性指数随热处理温度的升高呈先增加后降低的趋势,当热处理温度为500 ℃时,强度活性指数可满足《用于水泥和混凝土中的粉煤灰》(GB/T 1596—2017)中对粉煤灰强度活性指数的要求。加入建筑垃圾分离渣土会延长普通硅酸盐水泥胶凝体系的水化诱导期时间,并延后加速期水化放热速率峰值出现的时间。高活性的热处理建筑垃圾分离渣土在OPC-CWSR胶凝体系中生成的水化产物有效填充了试块中的孔隙,提高了试块的密实度并赋予了胶凝体系试块较好的力学性能和耐久性,当热处理温度为500 ℃时,OPC-CWSR胶凝体系28 d抗压强度为37.50 MPa,相较于热处理温度为100 ℃的OPC-CWSR胶凝体系抗压强度提升14.55%,总孔体积下降75%。此外,与热处理温度相比,放置时间对建筑垃圾分离渣土的活性影响有限,但对OPC-CWSR胶凝体系的水化进程影响较大。

关键词: 建筑垃圾分离渣土, 热活化, 放置时间, 微观结构, 水化进程

Abstract: The complex composition and low reactivity of construction waste separation residue (CWSR) are the primary reasons hindering its resource utilization. Through X-ray fluorescence (XRF) analysis, thermogravimetric (TG) analysis, hydration heat analysis, nitrogen adsorption analysis, X-ray diffraction (XRD) analysis, and scanning electron microscopy (SEM) analysis, the influence mechanisms of different heat treatment temperatures and storage time on activity of construction waste separation residue were systematically investigated. The influence law of construction waste separation residue on the macroscopic properties and microstructure of ordinary Portland cement (OPC) binder systems under these conditions was further analyzed. The results indicate that the compressive strength and strength activity index of construction waste separation residue increase first and then decrease with increasing heat treatment temperature. When the heat treatment temperature is 500 ℃, its strength activity index meets the requirements for fly ash strength activity index specified in “Fly ash used for cement and concrete” (GB/T 1596—2017). The addition of construction waste separation residue prolongs the hydration induction period of ordinary Portland cement binder systems and delays the time of peak hydration exothermic rate during acceleration period. High-activity heat treatment construction waste separation residue generates hydration products in OPC-CWSR binder system which effectively fill pores within test specimens, enhancing compactness and endowing the binder system with improved mechanical properties and durability. When the heat treatment temperature is 500 ℃, the 28 d compressive strength of OPC-CWSR reaches 37.50 MPa, representing a 14.55% increase compared to OPC-CWSR binder system at a heat treatment temperature of 100 ℃, accompanied by a 75% reduction in total pore volume. In addition, compared with heat treatment temperature, storage time exhibits limited impact on CWSR activity but significantly influences the hydration process of OPC-CWSR binder systems.

Key words: construction waste separation residue, thermal activation, storage time, microstructure, hydration process

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