| 4 | 0 | 11 |
| 下载次数 | 被引频次 | 阅读次数 |
为探究不同因素对再生骨料结构层渗蓄性能的影响，模拟降雨并改变结构层骨料粒级、级配、体积掺量及填料顺序，分析表征渗蓄性能的相关指标。研究表明：随着再生骨料粒径减小，透水性能下降，蓄水能力明显提升，再生粗骨料透水增强阶段出水量是再生砂的3.3～3.8倍，而体积存水率仅分别为再生砂的1/5；分层填料方式下，级配对材料渗蓄性能产生影响的主要因素是再生砂层的体积占比，体积占比从20%提高为60%，透水增强阶段出水量降低20.5%，蓄存雨水的颗粒间空隙体积占比提升3.4%；随再生骨料体积掺量增加，材料的透水性能下降，滞蓄性能明显提升，纯再生骨料的1 h体积蓄水率为纯天然骨料的3.2倍；仅改变填料顺序时，底层铺砂可将材料初始透水时间延迟4～5 min，体积蓄水率提高3.1%，但随着再生砖层体积占比提高，滞蓄能力由砂层材料体积占比主导。
Abstract：To explore how various factors affect the infiltration and storage performance of recycled aggregate structural layers, this study simulated rainfall intensity and adjusted aggregate particle size, gradation, volume content, and filling order,analyzing relevant performance indicators. Studies indicate that smaller recycled aggregate particles reduce water permeability but enhance water storage: recycled coarse aggregates yield 3. 3-3. 8 times more water than recycled sand in the enhanced permeability stage, with only 1/5 the volume storage rate. For layered filling, the recycled sand layer's volume proportion is key. A rise from 20% to 60% cuts such water output by 20. 5% while increasing rainwaterstoring pore volume by 3. 4%. Higher recycled aggregate content reduces permeability but boosts detention; pure recycled aggregates show 3. 2 times the 1-hour volume storage of natural ones. Altering filling order to sand at the bottom delays initial permeability by 4-5 minutes and raises storage by 3. 1%, though recycled brick proportion growth shifts dominance to sand layer volume.
[1]李言顺，黄灿煌，张忠霖，等.海绵城市概念下再生骨料透水混凝土研究进展[J].中国建筑金属结构，2023,22(8):65-67.LI Y S, HUANG C H, ZHANG Z L, et al. Research progress of recycled ae pervious concrete under the concept of sponge city[J]. China Construction Metal Structure, 2023, 22(8):65-67.(in Chinese)
[2]李柱凯，赵月，文勇，等.海绵城市建设背景下再生骨料透水混凝土研究进展[J].居舍，2025(16):31-33.LI Z K, ZHAO Y, WEN Y, et al. Research progress of recycled aggregate pervious concrete under the background of sponge city construction[J]. Jushe, 2025(16):31-33.(in Chinese)
[3]刘琼，程安楠，肖建庄.通过三步碳化强化再生透水混凝土的性能研究[J].广西大学学报（自然科学版），2023,48(6):1331-1339.LIU Q, CHENG A N, XIAO J Z. Study on performance enhancement of recycled pervious concrete through threestep carbonation[J]. Journal of Guangxi University(Natural Science Edition), 2023, 48(6):1331-1339.(in Chinese)
[4]范俊鹏.海绵城市理论下的沣西新城绿色屋顶设计研究[D].西安：西安建筑科技大学，2021.FAN J P. Study on green roof design of Fengxi new city under the theory of sponge city[D]. Xi’an:Xi’an University of Architecture and Technology, 2021.(in Chinese)
[5]苏毅，王晗，马妍.海绵城市建设与隋唐长安雨洪管理体系的比较研究[J].北京建筑大学学报，2020,36(4):9-16.SU Y, WANG H, MA Y. Comparative study on sponge city construction and rainwater management system in Chang’an of Sui and Tang Dynasties[J]. Journal of Beijing University of Civil Engineering and Architecture,2020, 36(4):9-16.(in Chinese)
[6]王志远.海绵城市理念下城市道路设计要点探讨[J].四川建材，2024,50(12):178-179,182.WANG Z Y. Discussion on key points of urban road design under the concept of sponge city[J]. Sichuan Building Materials, 2024, 50(12):178-179, 182.(in Chinese)
[7]屈蕴，乔梦曦，王思思.工业厂区海绵城市建设方案模型模拟与优化——以青岛市某厂区为例[J].北京建筑大学学报，2024,40(2):50-59.(in Chinese)QU Y, QIAO M X, WANG S S. Model simulation and optimization of sponge city construction scheme in industrial plant area:a case study of a plant in Qingdao[J]. Journal of Beijing University of Civil Engineering and Architecture, 2024, 40(2):50-59.(in Chinese)
[8]张一平.居住区规划设计中海绵城市技术的运用[J].陶瓷，2024(12):177-180.ZHANG Y P. Application of sponge city technology in residential area planning and design[J]. Ceramics, 2024(12):177-180.(in Chinese)
[9]荣玥芳，张新月，张典，等.基于绿色发展理念的建筑垃圾源头减量规划研究[J].北京建筑大学学报，2022,38(1):9-17.RONG Y F, ZHANG X Y, ZHANG D, et al. Research on source reduction planning of construction waste based on green development concept[J]. Journal of Beijing University of Civil Engineering and Architecture, 2022,38(1):9-17.(in Chinese)
[10]汪俊松，张玉，孟庆林，等.透水路面蒸发降温效应研究综述[J].建筑科学，2017,33(4):142-149.WANG J S, ZHANG Y, MENG Q L, et al. Review on evaporative cooling effect of pervious pavement[J].Building Science, 2017, 33(4):142-149.(in Chinese)
[11] Isabel Martínez-Lage, Pablo Vázquez-Burgo, Mirian Velay-Lizancos,Sustainability evaluation of concretes with mixed recycled aggregate based on holistic approach:Technical, economic and environmental analysis,Waste Management,Volume 104,2020,Pages9-19,ISSN 0956-053X,https：//doi. org/10. 1016/j.wasman. 2019. 12. 044.
[12]王耀强.再生砖骨料透水铺装面层材料及路面渗蓄性能研究[D].沈阳：沈阳工业大学，2023.WANG Y Q. Study on surface material of recycled brick aggregate pervious pavement and water infiltration and storage performance of pavement[D]. Shenyang:Shenyang University of Technology, 2023.(in Chinese)
[13]石铁矛，于畅.北方校园绿地滞蓄雨水能力分析[J].沈阳建筑大学学报（自然科学版），2020,36(4):697-704.SHI T M, YU C. Analysis on rainwater detention and storage capacity of green space in northern campus[J].Journal of Shenyang Jianzhu University(Natural Science Edition), 2020, 36(4):697-704.(in Chinese)
基本信息:
DOI：10.19740/j.2096-9872.2025.04.07
中图分类号:TU528.041
引用信息:
[1]李珍宁,李嘉鹏,李飞.再生骨料结构层渗蓄性能的影响因素分析[J].北京建筑大学学报,2025,41(04):54-61.DOI:10.19740/j.2096-9872.2025.04.07.
基金信息:
国家重点研发项目(2022YFC3803404)