EXPERIMENTAL ANALYSIS OF CFST INTERFACE BONDING PROPERTY BY CORROSION OF CHLORINE ION
-
摘要: 为考察钢管混凝土界面黏结性能与腐蚀时间的关系,在钢管内表面涂抹3.5%浓度的NaCl溶液,进行钢管混凝土在腐蚀环境中的模拟试验,以腐蚀时间为基本参数,完成了10根圆钢管混凝土试件的推出试验。结果表明,钢管混凝土在腐蚀初期,钢管与混凝土的黏结力有所提高,随着腐蚀时间延长,界面黏结力下降并趋于平稳。根据试验结果,得出各个试件的荷载-滑移曲线;结合碳钢在NaCl环境中的腐蚀机理,分析腐蚀对钢管混凝土界面黏结性能的影响,研究钢管混凝土腐蚀时间与界面黏结力的内在联系。Abstract: In order to research the interface bonding property of concrete-filled steel tube(CFST) with the corrosion time,simulation test of CFST was done in corrosion environment,in which application of 3.5%NaCl solution to the inner surface of steel pipe.It was completed the push-out tests on 10 round CFST specimens with the corrosion time as basic parameters.The test results indicated that concrete-filled steel tube bond strength was increased in the initial stage of corrosion,with the corrosion time extension,the interface bonding strength appeared to decline and tended to be steady.Based on the test results,the load-slip curves of each specimen were obtained.It was analysed the corrosion influence on the CFST interface bonding property,and researched internal links of corrosion time with interface bonding strength through the carbon steel in NaCl corrosion mechanism.
-
蔡路,魏亚兵,陈太林.氯离子侵蚀混凝土的机理[J].河南建材,2006(6):21-23. [2] 鲁道荣,邓君和,尤聿媛.氯离子对碳钢在混凝土孔隙液中腐蚀行为的影响[J].合肥学院学报,2006(10):3-7. [3] 张志宇,段林峰.化工腐蚀与防护[M].北京:化学工业出版社,2005. [4] 蔡绍怀.现代钢管混凝结构[M].北京:人民交通出版社,2003. [5] 仵建斌,薛建阳,赵鸿铁.方钢管混凝土黏结滑移性能试验研究[J].建筑结构,2007,37(10):75-77. [6] 陈惠玲,李晓娟,魏雨.碳钢在含氯离子环境中腐蚀机理的研究[J].腐蚀与防护,2007,28(1):17-19. [7] 陈惠玲,陈淑慧,魏雨.3% NaCl 溶液中碳钢表面 Fe3O4和FeOOH 的形成机理[J].材料保护,2007,40(9):20-21. [8] 白国良,王博.钢筋与再生混凝土黏结滑移本构关系及界面损伤研究[J].哈尔滨工业大学学报,2011,43(2):264-269. [9] 马子川,魏雨,郑学忠,等. Fe (Ⅱ)浓度及 pH 值对-FeOOH相转化为-Fe2O3,时间的影响[J].磁性材料及器件,1998,29(2):43-45. [10] 韩冰,杨朝晖,曲政.钢铁材料腐蚀与控制技术[M].青岛:中国海洋大学出版社,2006.
点击查看大图
计量
- 文章访问数: 106
- HTML全文浏览量: 6
- PDF下载量: 99
- 被引次数: 0