DURABILITY OF CONCRETE STRUCTURES EXPOSED TO UNFAVORABLE ATMOSPHERE

Zhou Xingang; Chu Mingjin; Wu Jianglong; Li Qiang; Sui Zhijun; Gao Zhongqin

doi:10.13204/j.gyjz200404019

Volume 34 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 66-68,65

Zhou Xingang, Chu Mingjin, Wu Jianglong, Li Qiang, Sui Zhijun, Gao Zhongqin. DURABILITY OF CONCRETE STRUCTURES EXPOSED TO UNFAVORABLE ATMOSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 66-68,65. doi: 10.13204/j.gyjz200404019

Citation:

Zhou Xingang, Chu Mingjin, Wu Jianglong, Li Qiang, Sui Zhijun, Gao Zhongqin. DURABILITY OF CONCRETE STRUCTURES EXPOSED TO UNFAVORABLE ATMOSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 66-68,65. doi: 10.13204/j.gyjz200404019

Citation:

PDF( 0 KB)

DURABILITY OF CONCRETE STRUCTURES EXPOSED TO UNFAVORABLE ATMOSPHERE

doi: 10.13204/j.gyjz200404019

1.
1. Civil Engineering Department of Yantai University Yantai 264005;
2.
2. Weihai Jianxing Building Design Institute Weihai 264200

Received Date: 2003-09-22
Publish Date: 2004-04-20

Abstract

Abstract

Concrete structures located near sea may exhibit bad durability, due to exposing to unfavorable atmosphere, such as high content of chloride ion and fluctuating humidity, for a long time. Thus heavier steel corrosion with cracking and spalling may occur in the design working life, which makes the serviceability and safety worse. Investigations and test to realistic concrete structures have been made, and the damage mechanism and its influencing coefficients of concrete structures under unfavorable atmosphere have been analyzed.The rehabilitation methodology and its effects on the durability of concrete structures have been discussed.Suggestions on rehabilitation and protection of concrete structures exposed to chloride ion and fluctuating humidity are made.
- concrete structure,
- durability,
- steel corrosion,
- atmospheric condition,
- chloride ion,
- protection and rehabilitation

FullText(HTML)

References(3)

References

GB 50010-2002 混凝土结构设计规范

[2] 周新刚.混凝土结构的耐久性与损伤防治.北京:中国建材工业出版社, 1999

[3] CECS 25:90 混凝土结构加固技术规程

Relative Articles

[1]	ZHAO Peng, ZHANG Xizhe, SHEN Jian, CHEN Jiejing, YU Ben, JIN Weiliang, XIA Jin. Influence of Spatial Distribution of Chloride Ion Concentration on Non-Uniform Corrosion of Reinforcement in Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 201-207. doi: 10.13204/j.gyjzG22070305
[2]	LUO Daming, NIU Ditao. Durability Evaluation of Concrete Structure Based on Reinforcement Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 1-8,70. doi: 10.13204/j.gyjzG22082202
[3]	SHEN Caihua, CHEN Wei, CHEN Xiaofeng, XIE Fei, LYU Shiming, XU Xiuliang. Chloride Diffusion Model and Diffusion Law Analysis of Concrete Based on GEM Equation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 151-158. doi: 10.13204/j.gyjzG20122608
[4]	Yan Yongdong, Lu Chunhua, Liu Ronggui. EXPERIMENTS OF CHLORIDE INGRESSION IN COMPRESIVE STRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 75-79. doi: 10.13204/j.gyjz201301017
[5]	Zhao Hui, Zhang Yamei, Ming Jing. STUDY ON CONCRETE DURABILITY OF DIFFERENCE STRUCTURAL REGIONS UNDER MARINE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 86-90,64. doi: 10.13204/j.gyjz201307020
[6]	Zhao Huimin, Wang Jun, Liu Weiqing, Fang Hai, Zhou Hongwei. EXPERIMENTAL STUDY OF DURABILITY OF GFRP UNDER COUPLING EFFECT OF CHLORIDE ION WITH LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 102-105. doi: 10.13204/j.gyjz201310022
[7]	Luo Xiao-yong, Zou Hong-bo, Huang Su-hui. SOAKING EXPERIMENTAL STUDY ON CONCRETE STRUCTURE OF RESISTING CHLORIDE ION ERODING UNDER DIFFERENT STRESS STATES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 110-115. doi: 10.13204/j.gyjz201209024
[8]	Wang Chenfei, Niu Ditao. RESEARCH ON THE DURABILITY OF POLYPROPYLENE FIBER CONCRETE UNDER FREEZE-THAW DAMAGE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 137-139,153. doi: 10.13204/j.gyjz201201026
[9]	Zhou Jianting, Song Xiaobing. EXPERIMENTAL RESEARCH ON CHLORIDE THRESHOLD LEVEL OF STEEL CORROSION IN SYNTHETIC PORE SOLUTION UNDER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 10-13,22. doi: 10.13204/j.gyjz201105003
[10]	Hao Tingyu, Wang Fujiang, Wu Zhigang, Wu Huifen. DETERIORATION AND DURABILITY DECREASE OF REINFORCED CONCRETE WORKSHOP STRUCTURES BY DIFFERENT INDUSTRIAL MEDIA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 36-39,59. doi: 10.13204/j.gyjz201006009
[11]	Zhang Junzhi, Wang Jianze, Zhou Jianmin, Zheng Hui. STUDY ON CHLORIDE IONS EROSION AND RANDOMNESS FOR EXISTING CONCRETE IN NATURAL ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 77-80. doi: 10.13204/j.gyjz200903022
[12]	Wang Lei, Zhao Yanlin. RESEARCH ON THE DURABILITY OF CORRODED RC BEAMS STRENGTHENED WITH CARBON FIBERS IN MARINE CONDITIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 120-124. doi: 10.13204/j.gyjz200908029
[13]	Liu Yuehua. STRENGTHENING OF FRAME COLUMNS CONTAINING CHLORIDE ION BY REPLACING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 117-118. doi: 10.13204/j.gyjz200809033
[14]	Chen Qing, Song Xiaobing, Zhai Zhiyang. EXPERIMENT ONMONITORING SENSOR FOR THE STEEL CORROSION IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 57-59,74. doi: 10.13204/j.gyjz200805013
[15]	Li Shengyong, Zhang Zhe, Gong Jinxin. A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 77-81. doi: 10.13204/j.gyjz200708020
[16]	Ma Kunlin, Xie Youjun, Long Guangcheng, Shi Mingxia. STUDY ON PREPARATION OF HIGH PERFORMANCE CONCRETE WITH IMPERMEABILITY TO CHLORIDE IONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 90-93. doi: 10.13204/j.gyjz200611022
[17]	Hu Yanjun, . THE TIME-DEPENDENT CHLORIDE PERMEABILITY OF BLENDED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 9-11,8. doi: 10.13204/j.gyjz200612003
[18]	Liu Qingyang, Xu Xiangdong, Cui Qingha, i Zhao Kaozhong, Zhang Xin. THE ACIDIFICATION CORROSION (VITRIOL)OF REINFORCED CONCRETE PROVISION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 93-94.
[19]	Zhang Yi, Jin Weiliang. SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023
[20]	Tu Yongming, LüZhitao. THE EXPERIMENTAL RESEARCH ON PRESTRESSED CONCRETE STRUCTURE UNDER SALT FOG CORROSION ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 1-3,10. doi: 10.13204/j.gyjz200405001