Wang Panxiu, Wang Dawei, Ditta Asim A, Qi Xiao
School of Architectural Engineering, Jinling Institute of Technology, Nanjing, China.
College of Civil and Transportation Engineering, Hohai University, Nanjing, China.
Waste Manag Res. 2025 Jul;43(7):1060-1069. doi: 10.1177/0734242X241290773. Epub 2024 Nov 4.
Enhancing the sequestration capacity of waste concrete is crucial for achieving carbon neutrality within the construction industry. Although existing studies primarily focus on theoretical analysis of concrete carbon sequestration, limited attention has been paid to explore the potential of waste concrete sequestration during stockpiling phase under varying environmental conditions. To fill this knowledge gap, we developed a CO uptake calculation model tailored for the stockpiling phase of waste concrete. This model investigates the impact of crush size, stacking method and environmental conditions on the total carbon sequestration capacity and efficiency, identifying the most advantageous approach. Our findings reveal the following: (1) Increasing the crush size of waste concrete enhances its carbon sequestration capacity, albeit extends the sequestration duration. A crush size of 5-20 mm is deemed optimal for achieving the desired sequestration efficiency. (2) The optimal stacking method involves smaller piles with reduced radii and angles. (3) High temperatures and humidity levels accelerate the sequestration rate. Practical measures such as watering and covering can be employed to enhance carbon sequestration. (4) In 2021, China's waste concrete exhibited a declining sequestration potential from the southeast to the northwest and northeast regions. The maximum sequestration potential has the capacity to neutralize up to 4% of the carbon emissions generated by the construction industry in that year. This research provides a foundation for accurate assessment and the development of effective carbon sequestration strategies for waste concrete.
提高废弃混凝土的固碳能力对于实现建筑业碳中和至关重要。尽管现有研究主要集中在混凝土碳固存的理论分析上,但对于不同环境条件下废弃混凝土在储存阶段的固碳潜力探索较少。为填补这一知识空白,我们开发了一个针对废弃混凝土储存阶段的CO吸收计算模型。该模型研究了破碎尺寸、堆放方式和环境条件对总碳固存能力和效率的影响,确定了最有利的方法。我们的研究结果表明:(1)增加废弃混凝土的破碎尺寸可提高其碳固存能力,尽管会延长固存持续时间。5-20毫米的破碎尺寸被认为是实现理想固存效率的最佳选择。(2)最佳堆放方式是半径和角度较小的小堆。(3)高温和高湿度水平会加速固存速率。可以采取浇水和覆盖等实际措施来增强碳固存。(4)2021年,中国废弃混凝土的固存潜力从东南向西北和东北地区呈下降趋势。最大固存潜力能够中和当年建筑业产生的高达4%的碳排放。本研究为准确评估废弃混凝土和制定有效的碳固存策略奠定了基础。