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再生混凝土全生命周期碳排放测算

Life Cycle Carbon Emissions Research on Recycled Concrete

  • 摘要: 在建筑节能和绿色建筑快速推进的背景下,现有全生命周期碳排放研究多聚焦常规建材及具体案例,而对建筑垃圾回收再利用,尤其是再生混凝土碳排放的系统性研究明显不足,不同替代率和运输距离下的定量规律尚属空白。本文基于材料生产、运输、施工和拆除四阶段碳排放清单,建立再生骨料混凝土(RAC)、再生块体混凝土(RLC)和再生骨料-再生块体混凝土(RLAC)的全生命周期碳排放模型;通过设定再生骨料和再生块体替代率、运输距离等多参数情景,开展敏感性分析,并与不同强度等级混凝土交叉对比,系统揭示替代率、运输距离与碳排放之间的定量关系。研究结果表明:RAC的碳排放削减率高于RLC,低于RLAC;RAC、RLC和RLAC的碳排放削减率随混凝土标号的提高而减小,且随着混凝土标号提高,碳排放削减幅度减小;RAC、RLC和RLAC的碳排放削减率,随着再生块体和再生骨料运输距离增加而减小。再生混凝土碳排放受替代率与运输距离双重控制,存在明显阈值效应,优化再生骨料与再生块体协同使用、合理控制运输距离,可最大化全生命周期碳减排效益,为建筑节能及绿色建筑政策制定与工程应用提供可复制的技术路径与数据支撑。

     

    Abstract: Against the backdrop of rapid advancements in building energy efficiency and green building practices, existing research on life-cycle carbon emissions predominantly focuses on conventional building materials and specific case studies. There remains a significant lack of systematic research on the carbon emissions associated with construction waste recycling and reuse, particularly for recycled concrete. Quantitative patterns under varying substitution rates and transportation distances are still largely unexplored. This paper establishes life-cycle carbon emission models for recycled aggregate concrete (RAC), recycled lump concrete (RLC), and recycled aggregate-recycled lump concrete (RLAC) based on a carbon emission inventory covering four stages: material production, transportation, construction, and demolition. By setting multiple parameter scenarios, including substitution rates of recycled aggregates and recycled lumps, as well as transportation distances, a sensitivity analysis is conducted. Cross-comparisons with concrete of different strength grades are performed to systematically reveal the quantitative relationships between substitution rates, transportation distances, and carbon emissions. The carbon emission reduction rate of RAC is higher than that of RLC but lower than that of RLAC. The carbon emission reduction rates of RAC, RLC, and RLAC decrease as the concrete strength grade increases, and the magnitude of reduction diminishes with higher strength grades. Additionally, the carbon emission reduction rates of RAC, RLC, and RLAC decrease as the transportation distances for recycled lumps and recycled aggregates increase. The carbon emissions of recycled concrete are jointly influenced by substitution rates and transportation distances, exhibiting a distinct threshold effect. Optimizing the synergistic use of recycled aggregates and recycled lumps while rationally controlling transportation distances can maximize life-cycle carbon reduction benefits. This study provides replicable technical pathways and data support for policy-making and engineering applications in building energy efficiency and green building initiatives.

     

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