Research Progress of the Cell Structure Characteristics and Compressive Properties of Polyurethane Foam Grouting Rehabilitation Materials
ZHANG Chao1,2,3,†, PAN Wang1,†, FANG Hongyuan1,2,4,*, WANG Juan1,*, WANG Cuixia1, DU Mingrui1, ZHAO Peng1,2,3,4, WANG Lei1,5, WANG Fuming1,2,4
1 School of Water Conservancy and Transportation,Yellow River Laboratory,Underground Engineering Research Institute,National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology,Collaborative Innovation Center for Disaster Prevention and Control of Underground Engineering Jointly Built by Provinces and Ministries, Zhengzhou University, Zhengzhou 450001, China 2 BeSTDR Infrastructure Hospital(Pingyu), Zhumadian 463400, Henan, China 3 SAFEKEY Engineering Technology (Zhengzhou) Co., Ltd., Zhengzhou 450001, China 4 Southern Institute of Infrastructure Testing and Rehabilitation Technology, Huizhou 516029, Guangdong, China 5 Wanhua Energysav Science & Technology Group Co., Ltd., Yantai 264006, Shandong, China
Abstract: Polyurethane foam (PUF) grouting rehabilitation materials are widely used in the field of infrastructure repair and reinforcement with the advantages of light weight, high strength, fast setting and high expansion. Compression resistance is one of the most important mechanical indexes of materials, and its microstructural characteristics determine the macro-mechanical behavior. In recent years, experts and scholars at home and abroad have conducted a lot of research on the microstructural properties and compressive properties of PUF grouting rehabilitation materials. However, a systematic summary has not been seen yet. This paper introduces the definition and reaction mechanism of PUF grouting rehabilitation materials, reviews their microscopic cell structural properties, compressive stress-strain relationships and constitutive models, discusses their deformation and damage mechanisms from macro and micro perspectives, and summarizes the mechanisms and laws of density, specimen size, strain rate and special environmental working conditions on the compressive properties. Finally, the future research directions of PUF grouting rehabilitation materials are prospected.
通讯作者:
*方宏远,郑州大学水利与交通学院、黄河实验室(郑州大学)、地下工程研究院教授、博士研究生导师,教育部青年长江学者。2005年郑州大学环境工程专业本科毕业,2008年郑州大学道路与铁道工程专业硕士毕业,2012年大连理工大学结构工程博士毕业,2012年到郑州大学工作至今。长期从事地下管道等基础工程设施无损检测和非开挖修复理论与技术研究,发表SCI、EI论文100余篇,申请和授权发明专利97项(包含美国发明专利17项),参编1项国家职业技能标准、2项行业标准和5项团体标准。fanghongyuan1982@163.com; 王娟,郑州大学水利与交通学院、黄河实验室(郑州大学)、地下工程研究院教授、博士研究生导师。2002年郑州大学城镇建设专业本科毕业,2005年郑州大学水工结构工程专业硕士毕业,2011年清华大学水利工程专业博士毕业,2011年7月入职郑州大学至今,主要从事水工结构及材料方面的研究工作。发表学术论文50余篇,包括Ceramics International、Journal of Cleaner Production、Construction and Building Materials、《水利学报》等,出版学术专著2部,申请和授权国家发明专利30余项。wangjuan@zzu.edu.cn
作者简介: 张超,郑州大学水利与交通学院、黄河实验室(郑州大学)、地下工程研究院副教授、博士研究生导师。2008年西北农林科技大学土木工程专业本科毕业,2011年西北农林科技大学结构工程专业硕士毕业,2018年德国魏玛包豪斯大学结构工程博士毕业,2019年到郑州大学工作至今。目前主要从事工程修复材料的多尺度物理力学性能与提升和先进结构材料的设计与应用等方面的研究工作。发表论文60余篇,包括Composite part B: Engineering、Engineering Geology、Nanoscale、Construction and Building Materials、《中国公路学报》《岩土力学》等,申请和授权专利20余项,参编行业和地区标准3项。潘旺,2020年7月于郑州大学获得工学学士学位。现为郑州大学水利与交通学院硕士研究生,在王复明院士、方宏远教授和张超副教授的指导下进行研究。目前主要研究领域为高聚物注浆材料动静态力学性能。发表SCI、EI论文5篇,申请发明专利2项。†共同第一作者
引用本文:
张超, 潘旺, 方宏远, 王娟, 王翠霞, 杜明瑞, 赵鹏, 王磊, 王复明. 聚氨酯泡沫注浆修复材料泡孔结构特征及抗压性能研究进展[J]. 材料导报, 2024, 38(3): 22070007-14.
ZHANG Chao, PAN Wang, FANG Hongyuan, WANG Juan, WANG Cuixia, DU Mingrui, ZHAO Peng, WANG Lei, WANG Fuming. Research Progress of the Cell Structure Characteristics and Compressive Properties of Polyurethane Foam Grouting Rehabilitation Materials. Materials Reports, 2024, 38(3): 22070007-14.
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