废旧聚氨酯混凝土掺量对再生混合料路用性能的影响

硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (3): 1162-1171.

所属专题：道路材料

废旧聚氨酯混凝土掺量对再生混合料路用性能的影响

徐世法¹, 张子谦¹, 毋虹亮¹, 郭倩芸¹, 马昊天², 韩昊岳³

1.北京建筑大学土木与交通工程学院,北京 100044;
2.北京市南水北调干线管理处,北京 100195;
3.民航机场规划设计研究总院有限公司,北京 100101

收稿日期:2023-08-30 修订日期:2023-10-09 出版日期:2024-03-15 发布日期:2024-03-27
通信作者: 郭倩芸,硕士研究生。E-mail:Gqyy199@163.com
作者简介:徐世法(1993—),男,教授。主要从事路面材料与结构等方面的研究。E-mail:xu-sf@126.com
基金资助:
国家重点研发计划课题(2022YFB2601900);国家自然科学基金(U2233210,51978034);北京学者基金(No.067);北京自然科学基金会和北京市教委(KZ202110016020)

Influence of Content of Reclaimed Polyurethane Concrete on Pavement Performance of Recycled Mixture

XU Shifa¹, ZHANG Ziqian¹, WU Hongliang¹, GUO Qianyun¹, MA Haotian², HAN Haoyue³

1. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. Beijing South-to-North Water Transfer Trunk Line Administration, Beijing 100195, China;
3. China Airport Planning & Design Institute Co., Ltd., Beijing 100101, China

Received:2023-08-30 Revised:2023-10-09 Online:2024-03-15 Published:2024-03-27

摘要/Abstract

摘要： 为了研究废旧聚氨酯混凝土(RPC)的再生技术,本文提出了RPC室内模拟制备方法,并以聚氨酯为胶结料配制了七种RPC掺量的聚氨酯再生混合料(PRM),研究了聚氨酯与RPC界面的黏结性能和RPC掺量对PRM路用性能及耐久性能的影响,建立了PRM路用性能及耐久性能随RPC掺量变化的预测模型。结果表明,RPC满足规范中对集料的相关技术要求,其洛杉矶磨耗损失、软石含量、砂当量与棱角性高于石灰岩,压碎值与表观密度低于石灰岩。聚氨酯与RPC界面的黏结性能优越,随着RPC掺量的增加,PRM的路用性能及耐久性能呈下降趋势;相同RPC掺量下,随着冻融循环次数和老化时间的增加,PRM的劈裂强度逐渐降低并趋于稳定;随着RPC掺量的增加,PRM的劈裂强度随着冻融循环次数和老化时间的增加而下降的幅度更大。

关键词: 废旧聚氨酯混凝土, 聚氨酯再生混合料, 黏结性能, 性能影响, 预测模型

Abstract: The recycling of reclaimed polyurethane concrete (RPC) has not been explored yet. Therefore, this paper proposes an indoor simulation preparation method of RPC. Polyurethane recycled mixture (PRM) with 7 kinds of RPC content was prepared with polyurethane as binder. The bonding properties of polyurethane and RPC interface and the influence of RPC content on the road performance and durability of PRM were studied, and the prediction model of PRM road performance and durability with RPC content was established. The results show that RPC meets the relevant technical requirements of the specification for aggregates. The los angeles wear loss, soft stone content, sand equivalent and angularity are higher than those of limestone, and the crushing value and apparent density are lower than those of limestone. The bonding performance of the interface between polyurethane and RPC is superior; with the increase of RPC content, the road performance and durability of PRM show a downward trend. Under the same RPC content, splitting strength of PRM gradually decreases and tends to be stable with the increase of freeze-thaw cycles and aging time. With the increase of RPC content, the splitting strength of PRM decreases more significantly with the increase of freeze-thaw cycles and aging time.

Key words: reclaimed polyurethane concrete, polyurethane recycled mixture, bonding property, performance impact, prediction model

中图分类号:

U414

徐世法, 张子谦, 毋虹亮, 郭倩芸, 马昊天, 韩昊岳. 废旧聚氨酯混凝土掺量对再生混合料路用性能的影响[J]. 硅酸盐通报, 2024, 43(3): 1162-1171.

XU Shifa, ZHANG Ziqian, WU Hongliang, GUO Qianyun, MA Haotian, HAN Haoyue. Influence of Content of Reclaimed Polyurethane Concrete on Pavement Performance of Recycled Mixture[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2024, 43(3): 1162-1171.

参考文献

[1] ZHONG K, ZHANG M L, SUN M Z, et al. Curing and mechanical property of single-component polyurethane porous elastic mixture[J]. Journal of Southeast University (English Edition), 2022, 38(1): 56-61.
[2] 李添帅, 陆国阳, 王大为, 等. 高性能聚氨酯透水混合料关键性能研究[J]. 中国公路学报, 2019, 32(4): 158-169.
LI T S, LU G Y, WANG D W, et al. Key properties of high-performance polyurethane bounded pervious mixture[J]. China Journal of Highway and Transport, 2019, 32(4): 158-169 (in Chinese).
[3] SUN M Z, BI Y F, ZHENG M L, et al. Evaluation of a cold-mixed high-performance polyurethane mixture[J]. Advances in Materials Science and Engineering, 2019, 2019: 1-12.
[4] SUN M Z, BI Y F, ZHENG M L, et al. Performance of polyurethane mixtures with skeleton-interlocking structure[J]. Journal of Materials in Civil Engineering, 2020, 32(2): 04019358.
[5] AI S G, TANG L Q, MAO Y Q, et al. Effect of aggregate distribution and shape on failure behavior of polyurethane polymer concrete under tension[J]. Computational Materials Science, 2013, 67: 133-139.
[6] 石泽雄. 高性能钢桥面铺装材料开发及性能评价[D]. 北京: 北京建筑大学, 2018: 25-33.
SHI Z X. Development and performance evaluation of high performance steel bridge deck pavement materials[D].Beijing: Beijing University of Civil Engineering and Architecture, 2018: 25-33 (in Chinese).
[7] 巴学亮. 大孔隙高分子聚合物混合料性能研究[D]. 北京: 北京建筑大学, 2018: 33-48.
BA X L. Study on properties of macroporous polymer mixture[D].Beijing: Beijing University of Civil Engineering and Architecture, 2018: 33-48 (in Chinese).
[8] 郭虹良. 聚合物混凝土耐久性影响因素研究[D]. 北京: 北京建筑大学, 2019: 16-33.
GUO H L. Study on influencing factors of durability of polymer concrete[D].Beijing: Beijing University of Civil Engineering and Architecture, 2019: 16-33 (in Chinese).
[9] 王荣伟, 胡占红, 石家磊, 等. 高分子聚合物混凝土铺装材料的开发及路用性能检测评价[J]. 筑路机械与施工机械化, 2018, 35(10): 39-42.
WANG R W, HU Z H, SHI J L, et al. Development of polymer concrete paving materials and evaluation of road performance[J]. Road Machinery & Construction Mechanization, 2018, 35(10): 39-42 (in Chinese).
[10] 中华人民共和国交通部. 公路工程集料试验规程: JTG E42—2005[S]. 北京: 人民交通出版社, 2005.
Ministry of Communications of the People's Republic of China. Test rules for aggregates in highway engineering: JTG E42—2005[S]. Beijing: People's Communications Press, 2005 (in Chinese).
[11] 中华人民共和国交通部. 公路沥青路面施工技术规范: JTG F 40—2004[S]. 北京: 人民交通出版社, 2005.
Ministry of Communications of the People's Republic of China. Technical specification for highway asphalt pavement construction: JTG F 40—2004[S]. Beijing: People's Communications Press, 2005 (in Chinese).
[12] 北京市市场监督管理局. 聚醚型聚氨酯混凝土路面铺装设计与施工技术规范: DB11/T 2008—2022[S]. 北京: 人民交通出版社, 2022.
Beijing Municipal Administration of Market Supervision. Technical code for design and construction of polyether polyurethane concrete pavement: DB11/T 2008—2022[S]. Beijing: People's Communications Press, 2022 (in Chinese).
[13] 中华人民共和国交通运输部. 公路工程沥青及沥青混合料试验规程: JTG E20—2011[S]. 北京: 人民交通出版社, 2011.
Ministry of Transport of the People's Republic of China. Test rules for asphalt and asphalt mixture in highway engineering: JTG E20—2011[S]. Beijing: People's Communications Press, 2011 (in Chinese).
[14] 王文娟, 马芹永, 吴金荣. 不同类型沥青混凝土冻融疲劳性能研究[J]. 硅酸盐通报, 2013, 32(11): 2385-2388.
WANG W J, MA Q Y, WU J R. Research on freeze-thaw fatigue performance of different types asphalt concrete[J]. Bulletin of the Chinese Ceramic Society, 2013, 32(11): 2385-2388 (in Chinese).
[15] 陆刚, 帅长庚, 杨雪, 等. 紫外老化对聚醚-MDI型聚氨酯弹性体性能的影响[J]. 高分子材料科学与工程, 2020, 36(11): 117-120+126.
LU G, SHUAI C G, YANG X, et al. Effect of ultraviolet aging on properties of polyether-MDI polyurethane elastomer[J]. Polymer Materials Science & Engineering, 2020, 36(11): 117-120+126 (in Chinese).

废旧聚氨酯混凝土掺量对再生混合料路用性能的影响

Influence of Content of Reclaimed Polyurethane Concrete on Pavement Performance of Recycled Mixture

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	唐子祥, 杨淑雁, 高海海, 徐宁阳. 硫酸盐侵蚀和干湿、冻融循环下混凝土单轴受压损伤对比[J]. 硅酸盐通报, 2024, 43(2): 428-438.
[2]	崔纪飞, 柏林, 饶平平, 康陈俊杰, 张锟. 基于人工智能算法的氯盐侵蚀混凝土预测模型[J]. 硅酸盐通报, 2024, 43(2): 439-447.
[3]	胥晔, 陶俊林, 李洪祥. 冻融循环后混凝土冲击劈拉强度预测模型[J]. 硅酸盐通报, 2024, 43(2): 448-455.
[4]	蒋应军, 王煜鑫, 周传荣, 李明杰, 杨明, 蒋学猛. 垂直振动成型CTB-50水泥稳定碎石抗压强度增长规律及预测模型[J]. 硅酸盐通报, 2023, 42(8): 3045-3054.
[5]	刘云霄, 张春苗, 蔡凯旋, 顾凡, 周辉, 李晓光. 碳纳米管在超细水泥灌浆料中的应用研究[J]. 硅酸盐通报, 2023, 42(7): 2309-2316.
[6]	孙庭超, 曾德明, 曹明莉. 硅烷偶联剂改性钢纤维水泥基复合材料弯曲性能研究[J]. 硅酸盐通报, 2023, 42(7): 2326-2335.
[7]	宋小软, 黄崧, 高睿, 骆诗丽, 高怡静. BFRP复合水泥板与PUR保温板界面黏结性能研究[J]. 硅酸盐通报, 2023, 42(12): 4323-4331.
[8]	欧阳德光, 朱利平, 郭旭, 静行. ALC板专用砂浆早期抗剪黏结性能试验与数值模拟研究[J]. 硅酸盐通报, 2023, 42(11): 3843-3852.
[9]	胡以婵, 梁铭, 谢灿荣, 解威威, 翁贻令, 池浩, 彭浩, 罗雪霜. 基于Stacking模型融合的高性能混凝土强度预测方法[J]. 硅酸盐通报, 2023, 42(11): 3914-3926.
[10]	魏宇, 陈庞, 张桂林, 戎贤, 赵文忠. 保护剂对清水混凝土抗碳化性能的影响[J]. 硅酸盐通报, 2023, 42(1): 85-91.
[11]	余波, 黄俊辉, 汪加梁, 秦荷成. 考虑材料参数和应力水平的氯离子扩散系数多因素预测模型[J]. 硅酸盐通报, 2022, 41(9): 3091-3099.
[12]	孙杰, 冯川, 吴爽, 马稳, 孙明星. 持续荷载与冻融循环耦合作用下纤维混凝土损伤性能研究[J]. 硅酸盐通报, 2022, 41(8): 2728-2738.
[13]	宗景美, 张雪兰, 韩猛. 废弃陶瓷骨料混凝土的力学性能和三维预测模型研究[J]. 硅酸盐通报, 2022, 41(5): 1774-1781.
[14]	何世钦, 高鹏飞, 白紫云, 王辉, 孙东兴, 徐绍峰. 石粉对自密实混凝土收缩性能的影响[J]. 硅酸盐通报, 2022, 41(10): 3428-3435.
[15]	杨文瑞, 黎惠莹, 冯中敏, 王世玉, 汤智毅. 分散剂对蒸汽养护玻璃纤维混凝土抗渗性能的影响[J]. 硅酸盐通报, 2022, 41(1): 100-108.