低碳粘结剂中锌与胆石质硫铝酸钙水泥的耐腐蚀性能

IF 14.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement & concrete composites Pub Date : 2025-03-01 Epub Date: 2025-01-27 DOI:10.1016/j.cemconcomp.2025.105956
Wenxuan Li, Jinjie Shi
{"title":"低碳粘结剂中锌与胆石质硫铝酸钙水泥的耐腐蚀性能","authors":"Wenxuan Li,&nbsp;Jinjie Shi","doi":"10.1016/j.cemconcomp.2025.105956","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigated the passivation ability and chloride-induced corrosion behavior of galvanized steel in the pore solutions of belitic calcium sulfoaluminate (BCSA) cement. Pure zinc was used to simulate the galvanized coating, and ordinary Portland cement (OPC) solution was also tested for the comparison purpose. A comparable passivation behavior was observed for pure zinc in the OPC solution and a mixture solution of 50 % OPC and 50 % BCSA cement (abbreviated as PSA solution). On the one hand, due to the high Ca<sup>2+</sup> ion concentration and low alkalinity of the PSA solution, which is conducive to zinc passivity, a more stable protective layer of calcium hydroxyzincate (CHZ) was generated on the zinc surface. On the other hand, the passivation ability of zinc was reduced to some extent by the high SO<sub>4</sub><sup>2−</sup> ion concentration in the PSA solution. During the corrosion stage induced by exogenous chlorides, a different variation tendency was found for the corrosion resistance of zinc in OPC and PSA solutions over exposure time. Owing to the synergetic attack by SO<sub>4</sub><sup>2−</sup> and Cl<sup>−</sup> ions, the critical chloride concentration of zinc in the PSA solution was only 0.3 M, as determined by a sharp drop of <em>E</em><sub>corr</sub> and <em>R</em><sub>p</sub> values, while zinc in the OPC solution exhibited a much higher chloride resistance with the critical chloride concentration of 0.8 M. However, this detrimental effect on the corrosion resistance of zinc in the PSA solution was less pronounced with prolonged exposure due to the formation of protective corrosion products.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"157 ","pages":"Article 105956"},"PeriodicalIF":14.4000,"publicationDate":"2025-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Corrosion resistance of zinc in a low-carbon binder with belitic calcium sulfoaluminate cement\",\"authors\":\"Wenxuan Li,&nbsp;Jinjie Shi\",\"doi\":\"10.1016/j.cemconcomp.2025.105956\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigated the passivation ability and chloride-induced corrosion behavior of galvanized steel in the pore solutions of belitic calcium sulfoaluminate (BCSA) cement. Pure zinc was used to simulate the galvanized coating, and ordinary Portland cement (OPC) solution was also tested for the comparison purpose. A comparable passivation behavior was observed for pure zinc in the OPC solution and a mixture solution of 50 % OPC and 50 % BCSA cement (abbreviated as PSA solution). On the one hand, due to the high Ca<sup>2+</sup> ion concentration and low alkalinity of the PSA solution, which is conducive to zinc passivity, a more stable protective layer of calcium hydroxyzincate (CHZ) was generated on the zinc surface. On the other hand, the passivation ability of zinc was reduced to some extent by the high SO<sub>4</sub><sup>2−</sup> ion concentration in the PSA solution. During the corrosion stage induced by exogenous chlorides, a different variation tendency was found for the corrosion resistance of zinc in OPC and PSA solutions over exposure time. Owing to the synergetic attack by SO<sub>4</sub><sup>2−</sup> and Cl<sup>−</sup> ions, the critical chloride concentration of zinc in the PSA solution was only 0.3 M, as determined by a sharp drop of <em>E</em><sub>corr</sub> and <em>R</em><sub>p</sub> values, while zinc in the OPC solution exhibited a much higher chloride resistance with the critical chloride concentration of 0.8 M. However, this detrimental effect on the corrosion resistance of zinc in the PSA solution was less pronounced with prolonged exposure due to the formation of protective corrosion products.</div></div>\",\"PeriodicalId\":9865,\"journal\":{\"name\":\"Cement & concrete composites\",\"volume\":\"157 \",\"pages\":\"Article 105956\"},\"PeriodicalIF\":14.4000,\"publicationDate\":\"2025-03-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Cement & concrete composites\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0958946525000381\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2025/1/27 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement & concrete composites","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0958946525000381","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/1/27 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

研究了镀锌钢在贝氏石型硫铝酸钙(BCSA)水泥孔隙溶液中的钝化能力和氯化物腐蚀行为。采用纯锌模拟镀锌层,并采用普通硅酸盐水泥溶液进行对比试验。纯锌在OPC溶液和50% OPC和50% BCSA水泥的混合溶液(简称PSA溶液)中的钝化行为相似。一方面,由于PSA溶液的高Ca2+离子浓度和低碱度有利于锌的钝化,在锌表面生成了更稳定的羟基锌酸钙(CHZ)保护层。另一方面,PSA溶液中较高的SO42离子浓度会在一定程度上降低锌的钝化能力。在外源氯化物诱导腐蚀阶段,锌在OPC和PSA溶液中的耐蚀性随暴露时间的变化趋势不同。由于SO42-和Cl-离子的协同作用,锌在PSA溶液中的临界氯离子浓度仅为0.3 M, Ecorr和Rp值急剧下降,而锌在OPC溶液中表现出更高的耐氯离子浓度,临界氯离子浓度为0.8 M。由于形成保护性腐蚀产物,这种对PSA溶液中锌的耐腐蚀性的有害影响随着时间的延长而不那么明显。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Corrosion resistance of zinc in a low-carbon binder with belitic calcium sulfoaluminate cement
This study investigated the passivation ability and chloride-induced corrosion behavior of galvanized steel in the pore solutions of belitic calcium sulfoaluminate (BCSA) cement. Pure zinc was used to simulate the galvanized coating, and ordinary Portland cement (OPC) solution was also tested for the comparison purpose. A comparable passivation behavior was observed for pure zinc in the OPC solution and a mixture solution of 50 % OPC and 50 % BCSA cement (abbreviated as PSA solution). On the one hand, due to the high Ca2+ ion concentration and low alkalinity of the PSA solution, which is conducive to zinc passivity, a more stable protective layer of calcium hydroxyzincate (CHZ) was generated on the zinc surface. On the other hand, the passivation ability of zinc was reduced to some extent by the high SO42− ion concentration in the PSA solution. During the corrosion stage induced by exogenous chlorides, a different variation tendency was found for the corrosion resistance of zinc in OPC and PSA solutions over exposure time. Owing to the synergetic attack by SO42− and Cl ions, the critical chloride concentration of zinc in the PSA solution was only 0.3 M, as determined by a sharp drop of Ecorr and Rp values, while zinc in the OPC solution exhibited a much higher chloride resistance with the critical chloride concentration of 0.8 M. However, this detrimental effect on the corrosion resistance of zinc in the PSA solution was less pronounced with prolonged exposure due to the formation of protective corrosion products.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
期刊最新文献
A biomimetic protection system for reinforced concrete based on industrial solid waste and bio-based materials: Synergistic anti-corrosion microcapsules with dual functions of self-healing and chelation A scaffold–bridging design strategy for cement-based electrolytes: Constructing long-range ion-transport pathways Damping performance and nanoscopic damping mechanism of high-strength ECC A macro-indentation approach for ultra-early creep assessment in 3D printed mortar: Microstructural insights and a modified burgers model Enhanced bond behavior and energy dissipation of polyurea-coated rebar embedded in low-carbon concrete: role of a tough and viscoelastic interlayer
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1