Performance of Galvanized Zinc and Zinc-aluminum Alloy for High Strength Steel Cables
摘 要
采用SEM、EDS、间歇式中性盐雾加速试验和电化学测试等对热镀锌和热镀锌铝合金高强度钢丝的镀层结构和耐蚀性能进行了对比研究。结果表明:镀锌层由疏松且耐腐蚀性较差的纯Zn相和Fe-Zn相组成,而锌铝合金镀层组织主要由均匀致密且耐蚀性较好的Zn-Al相和Fe-Zn-Al相组成;镀锌铝合金钢丝的耐蚀能力是镀锌钢丝的2~3倍,同时,在高应力下镀锌铝合金镀层对钢丝仍具有较好的防护作用。
Abstract
SEM, EDS, intermittent neutral salt spray accelerated test and electrochemical test were used to compare the coating structure and corrosion resistance of hot-dip galvanized and hot-dip galvanized aluminum alloy of high-strength steel wire. The results showed that the galvanized layer was composed of pure Zn phase and Fe-Zn phase that were loose and had poor corrosion resistance. The zinc-aluminum alloy coating structure was mainly composed of Zn-Al phase and Fe-Zn-Al phase, which were uniform and dense and had good corrosion resistance. The corrosion resistance of galvanized aluminum alloy steel wire was 2-3 times better than that of galvanized steel wire. At the same time, the galvanized aluminum alloy coating still had a good protective effect on the steel wire under high stress condition.
中图分类号 TG174 DOI 10.11973/fsyfh-202107005
所属栏目 试验研究
基金项目
收稿日期 2019/12/15
修改稿日期
网络出版日期
作者单位点击查看
联系人作者朱晓雄(zxx621@126.com)
引用该论文: WANG Zhigang,ZHU Xiaoxiong,ZHAO Jun,CHEN Jianfeng,XIA Wei,HE Jianping. Performance of Galvanized Zinc and Zinc-aluminum Alloy for High Strength Steel Cables[J]. Corrosion & Protection, 2021, 42(7): 25
共有人对该论文发表了看法,其中:
人认为该论文很差
人认为该论文较差
人认为该论文一般
人认为该论文较好
人认为该论文很好
参考文献
【1】杨文静,施衍奇,黎学明,等. 大跨度桥梁索缆模拟酸雨加速腐蚀行为研究[J]. 腐蚀科学与防护技术,2011,23(1):65-68.
【2】龚利华,朱玉巧,戚霞. 涂膜破坏后膜下镀锌钢板大气腐蚀扩展研究[J]. 腐蚀科学与防护技术,2009,21(6):530-533.
【3】陈妤,蒋俊南,李向楠,等. 模拟波浪作用下锈蚀钢筋混凝土墩柱的疲劳试验研究[J]. 硅酸盐通报,2019,38(6):1923-1928.
【4】JUAREZ C A,GUEVARAB,FAJARDO G,et al. Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion[J]. Engineering Structures,2011,33(12):3189-3196.
【5】郭向柯. 涂层钢筋氯氧镁水泥混凝土加速腐蚀试验与耐久性评估[D]. 兰州:兰州理工大学,2019.
【6】SANZ B,PLANAS J,SANCHO J M. An experimental and numerical study of the pattern of cracking of concrete due to steel reinforcement corrosion[J]. Engineering Fracture Mechanics,2013,114:26-41.
【7】刘小娟,蒋欢军,郭子雄. 锈蚀钢筋混凝土框架地震损伤性能研究[J]. 中南大学学报(自然科学版),2019,50(6):1437-1446.
【8】袁迎曙,姬永生,牟艳君. 混凝土内钢筋锈蚀层发展和锈蚀量分布模型研究[J]. 土木工程学报,2007,40(7):5-10,24.
【9】冯伟鹏. 钢筋通电加速锈蚀方法与锈蚀效率的研究及其应用[D]. 深圳:深圳大学,2015.
【10】陈少杰,任建喜,李强,等. 箍筋加速锈蚀试验方法及适用性研究[J]. 混凝土,2017(11):40-43,49.
【2】龚利华,朱玉巧,戚霞. 涂膜破坏后膜下镀锌钢板大气腐蚀扩展研究[J]. 腐蚀科学与防护技术,2009,21(6):530-533.
【3】陈妤,蒋俊南,李向楠,等. 模拟波浪作用下锈蚀钢筋混凝土墩柱的疲劳试验研究[J]. 硅酸盐通报,2019,38(6):1923-1928.
【4】JUAREZ C A,GUEVARAB,FAJARDO G,et al. Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion[J]. Engineering Structures,2011,33(12):3189-3196.
【5】郭向柯. 涂层钢筋氯氧镁水泥混凝土加速腐蚀试验与耐久性评估[D]. 兰州:兰州理工大学,2019.
【6】SANZ B,PLANAS J,SANCHO J M. An experimental and numerical study of the pattern of cracking of concrete due to steel reinforcement corrosion[J]. Engineering Fracture Mechanics,2013,114:26-41.
【7】刘小娟,蒋欢军,郭子雄. 锈蚀钢筋混凝土框架地震损伤性能研究[J]. 中南大学学报(自然科学版),2019,50(6):1437-1446.
【8】袁迎曙,姬永生,牟艳君. 混凝土内钢筋锈蚀层发展和锈蚀量分布模型研究[J]. 土木工程学报,2007,40(7):5-10,24.
【9】冯伟鹏. 钢筋通电加速锈蚀方法与锈蚀效率的研究及其应用[D]. 深圳:深圳大学,2015.
【10】陈少杰,任建喜,李强,等. 箍筋加速锈蚀试验方法及适用性研究[J]. 混凝土,2017(11):40-43,49.
相关信息