STRENGTHENING OF FRAME COLUMNS CONTAINING CHLORIDE ION BY REPLACING CONCRETE

Liu Yuehua

doi:10.13204/j.gyjz200809033

Volume 38 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 117-118

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

Citation:

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

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

Citation:

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

PDF( 0 KB)

STRENGTHENING OF FRAME COLUMNS CONTAINING CHLORIDE ION BY REPLACING CONCRETE

doi: 10.13204/j.gyjz200809033

Liu Yuehua

1.
Yancheng Building Design and Research Institute Co.,Ltd Yancheng 224003

Received Date: 2007-11-28
Publish Date: 2008-09-20

Abstract

Abstract

It was presented that the phenomenon and cause of crack rebar corrosion of frame columns according to case histories.It was also pointed out that a higher content of chloride ion in concrete was the main cause of rebar corrosion.it was finally proposed the scheme of replacing all the concrete containing chloride ion in the columns by replaced concrete strengthening,whose construction key points were given.
- crack of frame column,
- chloride ion,
- corrosion of steel bar,
- replaced concrete strengthening

FullText(HTML)

References(1)

References

GB50367-2006 混凝土结构加固设计规范

Relative Articles

[1]	ZHONG Xiaoping, XU Jiahao, LIU Yang, XIA Jin, ZHU Bingxi, ZHANG Jun, NI Keting. Effects of Loads and Erosion Dimensions on the Chloridion Transmission Rule in Concrete[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 205-214. doi: 10.3724/j.gyjzG24022706
[2]	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
[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]	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
[5]	Cui Zhaowei, Lu Chunhua, Liu Ronggui, Hu Baixiang. EXPERIMENTAL STUDY OF THE CHLORIDE ION EROSION IN FLEXURAL CRACKED CONCRETE BEAMS UNDER DRYING-WETTING CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 97-101,147. doi: 10.13204/j.gyjz201310021
[6]	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
[7]	Jiang Lianjie, Yuan Yingshu. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF CORRODED REINFORCED CONCRETE COLUMN UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 66-69,13. doi: 10.13204/j.gyjz201202015
[8]	Yan Yongdong, Jin Weiliang, Wang Hailong. INFLUENCE OF SELF-HEALING ON CHLORIDE ION INGRESS IN CRACKED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 6-9. doi: 10.13204/j.gyjz201105002
[9]	Fan Hong, Fu Yandi, Zhao Tiejun. RESEARCH ON CARBONATION AND CHLORIDE PROFILES OF CONCRETE AFTER 21 YEARS OF EXPOSURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 14-18,38. doi: 10.13204/j.gyjz201105004
[10]	Hu Bingyan, Xing Feng, Zhao Yuxi, Jin Weiliang. EXPERIMENTAL STUDY ON HOOP BOND BETWEEN CORROSION BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 34-38. doi: 10.13204/j.gyjz201105008
[11]	Wang Caihui, Sun Wei, Jiang Jinyang, Sun Guowen, Ye Bangtu, Han Jiande. THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 1-5,31. doi: 10.13204/j.gyjz201011001
[12]	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
[13]	Xu Shan-hua, Xu Yong. THE ANALYSIS OF RESISTANCE DETERIORATION FOR CORRODED REINFORCED CONCRETE FLEXURAL MEMBER UNDER ORDINARY ATMOSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 45-47. doi: 10.13204/j.gyjz200704013
[14]	Hu Yanjun, . THE TIME-DEPENDENT CHLORIDE PERMEABILITY OF BLENDED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 9-11,8. doi: 10.13204/j.gyjz200612003
[15]	Fan Hong, Zhao Tie-jun, Tian Li, Xu Hong-bo. CARBONATION AND CHLORIDE DISTRIBUTION OF CONCRETE AFTER 26 YEAR-EXPOSURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 50-53,44. doi: 10.13204/j.gyjz200608016
[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]	Sun Guowen, Guan Xuemao, Luo Shuqiong, Huang Dan. OPINIONS ON TEST METHOD OF CHLORIDE IONS CONTENT IN "TESTING CODE OF CONCRETE FOR PORT AND WATERWAY ENGINEERING"[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 8-10,7. doi: 10.13204/j.gyjz200512003
[18]	Ma Yali, Zhang Ailin. PROBABILITY DISTRIBUTION RESEARCH ON RATIO BETWEEN MAXIMUM CORROSION DEPTH AND AVERAGE CORROSION DEPTH UNDER CHLORIDE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 11-14. doi: 10.13204/j.gyjz200512004
[19]	Zhao Zhuo, Li Feng, Ma Yali. PHASE-MODEL OF CORROSION RATE OF STEEL BAR UNDER CHLORIDE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 1-4. doi: 10.13204/j.gyjz200512001
[20]	Shi Yanghang, Luo Gang. A FINITE DIFFERENCE CALCULATING MODEL OF CHLORIDE PENETRATING INTO CONCRETE UNDER VARIOUS FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 7-10. doi: 10.13204/j.gyjz200405003