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材料导报  2023, Vol. 37 Issue (16): 21120057-11    https://doi.org/10.11896/cldb.21120057
  无机非金属及其复合材料 |
超高性能混凝土-既有普通混凝土界面粘结性能研究综述
吴应雄, 郑新颜, 黄伟*, 郑祥浴, 陈宝春
福州大学土木工程学院, 福州 350108
Review of Interface Bond Behavior Between Ultra-high Performance Concrete and Existing Normal Concrete
WU Yingxiong, ZHENG Xinyan, HUANG Wei*, ZHENG Xiangyu, CHEN Baochun
College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
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摘要 超高性能混凝土(Ultra-high performance concrete, UHPC)具有优异的力学性能和耐久性,被广泛应用于组合构件及结构加固中,其中,UHPC与既有普通混凝土(Existing normal concrete, NC)之间的界面粘结性能至关重要。本文综述了国内外UHPC-NC的界面粘结性能的试验方法及界面抗剪强度计算公式、影响因素与界面耐久性能的研究进展,指出了测试方法存在的不足,探究了不同规范的界面抗剪强度计算式对UHPC-NC的适用性,总结了不同因素对UHPC-NC界面粘结性能的影响,包括纤维、界面粗糙度、界面含水率、界面剂、既有混凝土强度、胶凝材料和养护制度等,阐述了其界面特性的增强机理,探讨了耐久性的现阶段研究。UHPC-NC具有优异的界面粘结强度,其中,合适的养护制度与纤维能够减少UHPC的收缩,增强材料之间相容性;界面粗糙度与既有混凝土强度的增加可以有效避免界面破坏;界面剂、胶凝材料及适当的界面含水率可以改善过渡区;UHPC-NC界面具有较好的抗渗透性能和抗冻融性能。
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吴应雄
郑新颜
黄伟
郑祥浴
陈宝春
关键词:  超高性能混凝土  既有普通混凝土  界面性能试验  影响因素  耐久性    
Abstract: Ultra-high performance concrete (UHPC) has exceptional mechanical properties and durability, which offers that for broad exploitations such as composite members and structural reinforcement. Among various raised technical issues, the interfacial bonding performance between the UHPC and existing normal concrete (NC) signifies a very crucial one. This paper summarizes the research progress of the UHPC-NC on the interface bonding performance test methods, calculation formulas of the interfacial shear strength, influencing factors, and interface durability at home and abroad. The shortcomings of this test for the UHPC-NC are introduced and explained, and the applicability of formulas for evaluating the interfacial shear strength in various specifications pertinent to the UHPC-NC is explored. The effects of various factors on the UHPC-NC interface bonding performance are also analyzed, including fiber, interface roughness, interface moisture content, bonding agent, the strength of existing concrete, cementitious material, and curing system. The strengthening mechanism of the interface characteristics is expounded, and the current research on durability is discussed. The obtained results reveal that the interfacial bonding strength of the UHPC-NC is excellent, in which the appropriate curing system and fiber can reduce the shrinkage of the UHPC and enhance the compatibility between materials. The growth of the interface roughness and existing concrete strength can effectively avoid interface failure. Bonding agents, cementitious material and appropriate interfacial moisture content can improve the interfacial transition zone. The UHPC-NC interface exhibits good impermeability and freeze-thaw resistance.
Key words:  ultra-high performance concrete    existing normal concrete    interfacial properties test    influencing factors    durability
出版日期:  2023-08-25      发布日期:  2023-08-14
ZTFLH:  TU528  
  TU317.1  
基金资助: 福建省住建厅建设科技开发研究项目(2020-K-13);福建省自然科学基金(2021J05124);中国博士后科学基金(2020M671951);泉州市科技计划项目(2021N176S)
通讯作者:  *黄伟,福州大学土木工程学院助理研究员、硕士研究生导师。2010年7月本科毕业于重庆大学材料科学与工程学院,2017年7月在东南大学材料科学与工程专业经过东南大学孙伟院士与Karen Scrivener教授的联合培养下取得博士学位。2017年担任福州大学土木工程学院助理研究员、硕士研究生导师;2019年至今于垒知控股集团股份有限公司从事博士后研究。主要从事超高性能/超高延性水泥基复合材料、水泥水化及微结构演变、固体废弃物综合利用、混凝土海洋环境耐久性、高性能混凝土外加剂等相关研究工作。于Cement and Concrete Composites等国际重要刊物发表了多篇SCI等论文。WeiHuang@fzu.edu.cn   
作者简介:  吴应雄,福州大学土木工程学院教授、博士、博士研究生导师。2012年福州大学结构工程专业博士毕业。目前主要从事工程结构抗震、减隔震理论研究及工程应用、超高性能水泥基复合材料的加固应用等相关研究工作。主持和参与完成了国家自然科学基金3项、省部级科研项目5项;发表高水平学术论文40余篇,主编著作2部,发明新型实用专利10余项。现为第三届中国土木工程学会防震减灾工程分会理事。
引用本文:    
吴应雄, 郑新颜, 黄伟, 郑祥浴, 陈宝春. 超高性能混凝土-既有普通混凝土界面粘结性能研究综述[J]. 材料导报, 2023, 37(16): 21120057-11.
WU Yingxiong, ZHENG Xinyan, HUANG Wei, ZHENG Xiangyu, CHEN Baochun. Review of Interface Bond Behavior Between Ultra-high Performance Concrete and Existing Normal Concrete. Materials Reports, 2023, 37(16): 21120057-11.
链接本文:  
http://www.mater-rep.com/CN/10.11896/cldb.21120057  或          http://www.mater-rep.com/CN/Y2023/V37/I16/21120057
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