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材料导报  2019, Vol. 33 Issue (24): 4078-4085    https://doi.org/10.11896/cldb.19010072
  无机非金属及其复合材料 |
多因素作用衬砌喷射混凝土中性化及预测模型
王家滨1, 牛荻涛2,3, 何晖1
1 西安工业大学建筑工程学院,西安 710021
2 西安建筑科技大学土木工程学院,西安 710055
3 西安建筑科技大学,省部共建西部绿色建筑国家重点实验室,西安 710055
Neutralization Durability and Prediction Model of Lining Shotcrete with Multi-factor Action
WANG Jiabin1, NIU Ditao2,3, HE Hui1
1 School of Civil & Architecture Engineering, Xi’an Technological University, Xi’an 710021
2 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055
3 National Key Laboratory of Green Building in West China, Xi’an University of Architecture and Technology, Xi’an 710055
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摘要 以喷射混凝土单层永久衬砌长大公路隧道为工程背景,采用快速碳化法、硝酸浸泡法和气冻气融法开展衬砌喷射混凝土中性化试验,研究多因素作用喷射混凝土的中性化性能。研究结果表明,多因素作用喷射混凝土中性化深度符合Fick第一定律,硝酸侵蚀和冻融损伤均会加速混凝土的中性化。低水胶比喷射混凝土及喷射钢纤维混凝土中性化深度小。随粉煤灰掺量增大,混凝土中性化深度先减小后增大。在硝酸侵蚀累积作用下,喷射混凝土中性化深度与碳化深度差值随等效碳化龄期的延长而增大;冻融损伤喷射混凝土中性化深度与未损伤混凝土中性化深度差值随龄期延长而减小。喷射混凝土相对抗压强度与中性化深度之间呈正指数关系。本工作还建立了考虑喷射混凝土配合比、成型方式、硝酸侵蚀及冻融损伤的中性化深度预测模型。
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王家滨
牛荻涛
何晖
关键词:  衬砌喷射混凝土  中性化  多因素作用  硝酸侵蚀  冻融损伤    
Abstract: Based on the engineering background of shotcrete single layer lining highway tunnel, in order to research the effect of the neutralization depth on shotcrete with nitrogen oxide from automobile exhaust and frost damage, the experiment of shotcrete neutralization durability was carried out by using freeze-thaw cycles, nitric acid immersing and accelerated carbonation method. Results have shown that neutralization rate of shotcrete was accelerated which corrosion and/or damaged by nitric acid and frost. Neutralization depth of shotcrete was influenced by water-to-bin-der ratio, dosage of fly ash, steel fiber content, concrete formed method, nitric acid attack and frost damage, respectively. Under the accumulative action of nitric acid corrosion, the difference between neutralization depth and accelerated carbonation depth was increased with increasing of equivalent carbonation aging. While, the difference between carbonation depth of frost damaged shotcrete and that of undamaged concrete was decreased. There was a positive exponential relationship between the relative compressive strength and neutralization depth of shotcrete. By fitting the experimental data, the prediction models of shotcrete neutralization depth were established in term of shotcrete mixture indexes, forming method, nitric acid corrosion and frost damage.
Key words:  lining shotcrete    neutralization    multi-factor action    nitric acid attack    frost damage
               出版日期:  2019-12-25      发布日期:  2019-10-28
ZTFLH:  TU528.44  
基金资助: 国家自然科学基金重大项目支课题(51590914);陕西省自然科学基金(2018JQ5032);陕西省教育厅自然科学研究专项项目(18JK0376);西安工业大学校长基金(XAGDXJJ17019)
作者简介:  王家滨,西安工业大学建筑工程学院,讲师。2017年1月毕业于西安建筑科技大学结构工程专业,获工学博士学位。同年加入西安工业大学建筑工程学院工作至今,主要从事喷射混凝土及再生混凝土耐久性研究。发表学术论文30余篇,SCI及EI检索15篇。
引用本文:    
王家滨, 牛荻涛, 何晖. 多因素作用衬砌喷射混凝土中性化及预测模型[J]. 材料导报, 2019, 33(24): 4078-4085.
WANG Jiabin, NIU Ditao, HE Hui. Neutralization Durability and Prediction Model of Lining Shotcrete with Multi-factor Action. Materials Reports, 2019, 33(24): 4078-4085.
链接本文:  
http://www.mater-rep.com/CN/10.11896/cldb.19010072  或          http://www.mater-rep.com/CN/Y2019/V33/I24/4078
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