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《材料导报》期刊社  2018, Vol. 32 Issue (3): 496-502    https://doi.org/10.11896/j.issn.1005-023X.2018.03.021
     材料综述 ｜ |
高性能混凝土研究进展Ⅱ:耐久性能及寿命预测模型
董方园1,郑山锁1,宋明辰1,张艺欣1,郑捷1,秦卿1,2
1 西安建筑科技大学土木工程学院,西安 710055
2 西安科技大学建筑与土木工程学院,西安 710054
Research Progress of High Performance ConcreteⅡ: Durability and Life Prediction Model
Fangyuan DONG1,Shansuo ZHENG1,Mingchen SONG1,Yixin ZHANG1,Jie ZHENG1,Qing QIN1,2
1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055;
2 Civil and Architecture Engineering, Xi’an University of Science and Technology, Xi’an 710054;
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摘要 

综述了高性能混凝土耐久性能方面的研究进展,包括高性能混凝土的抗氯离子渗透性能、抗冻融性能、抗碳化性能、抗盐侵蚀性能以及多种因素耦合作用下的耐久性能等,介绍了与高性能混凝土耐久性相关的损伤模型和寿命预测模型,并分析了高性能混凝土耐久性能研究现存的一些问题。分析发现:高性能混凝土的耐久性能受材料种类、掺量、实验条件等因素的影响,适量的矿物掺合料和外加剂能够减少混凝土内部有害孔的数量,增加结构的密实度,提高混凝土的耐久性能。多种因素耦合作用下的混凝土耐久性及损伤模型、寿命预测模型等更接近结构所处环境的实际情况,这将会成为高性能混凝土耐久性方面研究的一个热点。
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董方园
郑山锁
宋明辰
张艺欣
郑捷
秦卿
关键词:  高性能混凝土  耐久性  损伤模型  寿命预测    
Abstract: 

This paper reviewed the progress of research on durability of high performance concrete, including anti-chloride ion permeability, freeze-thaw resistance, carbonation resistance, salt corrosion resistance, and durability under the coupling of multiple factors of high performance concrete, discussed the damage model and life prediction model of high performance concrete, and analyzed the existing problems of research on durability of high performance concrete. Results demonstrated that the durability of high performance concrete is influenced by the type and amount of material, the experimental conditions, et al. The appropriate amount of mineral admixtures and additives can reduce the number of harmful holes in the concrete, increase the density and improve the durability of concrete. Besides, the study on durability, damage model and life prediction model of concrete under multi-factor coupling effect, is more close to the actual circumstances of the structure, and this will become a hot spot of durability of high performance concrete.
Key words:  high performance concrete    durability    damage model    service life prediction design
               出版日期:  2018-02-10      发布日期:  2018-02-10
ZTFLH:  TU528  
基金资助: 国家科技支撑计划(2013BAJ08B03);国家自然科学基金(51678475);教育部高等学校博士学科点专项科研基金(20136120110003)
作者简介:  董方园:女,1992年生,硕士研究生,研究方向为高性能混凝土 E-mail: dongfangyuan2013@163.com|郑山锁:通信作者,男,1961年生,博士,教授,博士研究生导师,研究方向为结构工程与工程抗震 E-mail: zhengshansuo@263.net
引用本文:    
董方园,郑山锁,宋明辰,张艺欣,郑捷,秦卿. 高性能混凝土研究进展Ⅱ:耐久性能及寿命预测模型[J]. 《材料导报》期刊社, 2018, 32(3): 496-502.
Fangyuan DONG,Shansuo ZHENG,Mingchen SONG,Yixin ZHANG,Jie ZHENG,Qing QIN. Research Progress of High Performance ConcreteⅡ: Durability and Life Prediction Model. Materials Reports, 2018, 32(3): 496-502.
链接本文:  
http://www.mater-rep.com/CN/10.11896/j.issn.1005-023X.2018.03.021  或          http://www.mater-rep.com/CN/Y2018/V32/I3/496
图1  粉煤灰掺量对氯离子渗透深度的影响[1]
图2  耐久性系数与水胶比的关系[16]
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