[1]曾力,朱蕴东,赵卓..基于渗透性的混凝土力学和耐久性能指标相关性试验[J].郑州大学学报(工学版),2013,34(01):1-4.[doi:10.3969/j.issn.1671-6833.2013.01.001]
　ZENG Li,ZHU Yun-dong,ZHAO Zhuo.Experiment on the Correlation of Chloride Diffusion Coefficient with Mechanical andDurability Index of Concrete with Supplementary Cementitious Materials[J].Journal of Zhengzhou University (Engineering Science),2013,34(01):1-4.[doi:10.3969/j.issn.1671-6833.2013.01.001]
点击复制

基于渗透性的混凝土力学和耐久性能指标相关性试验()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
34
期数:
2013年01期
页码:
1-4
栏目:
出版日期:
2013-01-16

文章信息/Info

Title:
Experiment on the Correlation of Chloride Diffusion Coefficient with Mechanical andDurability Index of Concrete with Supplementary Cementitious Materials
作者:
曾力; 朱蕴东; 赵卓.
郑州大学土木工程学院,河南郑州,450001, 河南省建筑设计研究院有限公司,河南郑州,450014
Author(s):
ZENG Li1; ZHU Yun-dong1; ZHAO Zhuo1
1.School of Civil Engineering, Zhengahou University , Zhengzhou 450001,China; 2.Henan Institute of Architectural Design &Research Co. ,Ltd，Zhengzhou 450014 , China
关键词:
混凝土;  渗透性;  氯离子扩散系数;  耐久性;  相关性
Keywords:
concrete;  permeability ; chloride diffusion coefficient;  durability;  correlation
分类号:
TU528.1
DOI:
10.3969/j.issn.1671-6833.2013.01.001
文献标志码:
A
摘要:
通过开展掺矿物掺和料混凝土力学和耐久性能指标的试验测试,研究不同龄期混凝土氯离子扩散系数与单方水泥用量、单方胶凝材料用量、立方体抗压强度、碳化深度以及动弹性模量间的相关关系.试验结果表明:单方胶凝材料用量与84 d龄期混凝土氯离子扩散系数线性相关性良好；混凝土氯离子扩散系数均随立方体抗压强度的提高而降低,84 d立方体抗压强度与不同龄期混凝土氯离子扩散系数线性相关性良好；混凝土氯离子扩散系数均随碳化深度的提高而提高,碳化深度与84 d龄期混凝土氯离子扩散系数线性相关性良好；不同龄期混凝土氯离子扩散系数均随84 d龄期动弹性模量的提高而降低.
Abstract:
Through test on mechanical and durability index of concrete with supplementary cementitious mate-rials,the correlation of chloride diffusion coefficients at dfferent ages with cement amount per cube meter, ce-mentitious materials amount per square meter,cube crushing strength,carbonation depth and dynamic elasticmodulus are studied. The test results show that 84d chloride diffusion coefficient has a good linear correlationwith cementitious materials amount per square meter. Chloride diffusion coefficients at different ages all re-duced with the increase of cube crushing strength,and chloride diffusion coefficients at different ages all havea good linear correlation with 84d cube crushing strength. Chloride diffusion coefficients at different ages allincreased with the increase of carbonation depth,and 84d chloride dffusion coefficient has a good linear corre-lation with carbonation depth. Chloride diffusion coefficients at different ages all reduced with the increase of84d dynamic elastic modulus.

相似文献/References:

[1]孙增智,田俊壮,杨凯,等.干湿循环作用下盐分对桥墩混凝土耐久性影响实验研究[J].郑州大学学报(工学版),2016,37(05):6.[doi:10.13705/j.issn.1671-6833.2016.05.002]
　Sun Zengzhi,Tian Junzhuang,Yang Kai,et al.Effect of Salt on Concrete Durability Under Dry-wet Cycle[J].Journal of Zhengzhou University (Engineering Science),2016,37(01):6.[doi:10.13705/j.issn.1671-6833.2016.05.002]
[2]赵娟,李倍.气候变化对中原地区桥梁碳化寿命影响研究[J].郑州大学学报(工学版),2016,37(06):68.[doi:10.13705/j.issn.1671-6833.2016.06.021]
　Zhao Juan,Li Bei.Research on Bridge Carbonation Life Influenced by Climate Change in Central Plains[J].Journal of Zhengzhou University (Engineering Science),2016,37(01):68.[doi:10.13705/j.issn.1671-6833.2016.06.021]
[3]唐先习,尹月酉,国伟.混凝土开裂部位氯离子渗透试验研究[J].郑州大学学报(工学版),2015,36(01):66.[doi:10.3969/ j. issn.1671 -6833.2015.01.016]
　TANG Xian-xi,YIN Yue-you,GUo Wei.Experimental Study of the Chloride Ion Penetration on the Crack Parts of Concrete[J].Journal of Zhengzhou University (Engineering Science),2015,36(01):66.[doi:10.3969/ j. issn.1671 -6833.2015.01.016]
[4]王娟,王会娟,许耀群,等.单轴荷载作用下混凝土强度代表体尺寸定量研究[J].郑州大学学报(工学版),2018,39(01):12.[doi:10.13705/j.issn.1671-6833.2018.01.002]
　Wang Juan,Wang Huijuan,Xu Yaoqun,et al.Quantitative Study on the Representative Volume Element Size of Concrete Strength under Uniaxial Loading[J].Journal of Zhengzhou University (Engineering Science),2018,39(01):12.[doi:10.13705/j.issn.1671-6833.2018.01.002]
[5]孙丽云,乐金朝,张杰..饱和黏土非达西渗透特性试验研究[J].郑州大学学报(工学版),2010,31(06):31.[doi:10.3969/j.issn.1671-6833.2010.06.008]
[6]付昌会,冯忠绪,张磊..搅拌方式对混凝土含气量及孔结构的影响[J].郑州大学学报(工学版),2011,32(02):42.[doi:10.3969/j.issn.1671-6833.2011.02.011]
[7]刘银芳,陈国荣,尤国英,等.基于microGA和有限元的混凝土坝热学参数反分析[J].郑州大学学报(工学版),2011,32(06):63.
　LIU Yin-fangCHEN Guo-rong,YOU Guo-ying,JIANG Chao.Back Analysis for Thermal Parameters of Concrete Dam with MicroGenetic Algorithm and Finite Element Method[J].Journal of Zhengzhou University (Engineering Science),2011,32(01):63.
[8]杨卫忠,王云莉..一种新的混凝土二维强度准则[J].郑州大学学报(工学版),2008,29(04):120.[doi:10.3969/j.issn.1671-6833.2008.04.028]
[9]杨卫忠,樊濬..混凝土单轴受压本构模型及其应用[J].郑州大学学报(工学版),2006,27(01):1.[doi:10.3969/j.issn.1671-6833.2006.01.001]
　Yang Weizhong,Fan Huan.Concrete uniaxial compression constitutive model and its application[J].Journal of Zhengzhou University (Engineering Science),2006,27(01):1.[doi:10.3969/j.issn.1671-6833.2006.01.001]
[10]程红强,高丹盈,张启明..老混凝土表面粗糙度的一种简单测定法[J].郑州大学学报(工学版),2006,27(01):24.[doi:10.3969/j.issn.1671-6833.2006.01.006]
　CHENG Hongqiang,GAO Danying,Zhang Qiming.A simple method for determining the surface roughness of old concrete[J].Journal of Zhengzhou University (Engineering Science),2006,27(01):24.[doi:10.3969/j.issn.1671-6833.2006.01.006]

更新日期/Last Update: 1900-01-01