防冰剂对混凝土耐久性的影响

M. Cremasco, C. Hansson
{"title":"防冰剂对混凝土耐久性的影响","authors":"M. Cremasco, C. Hansson","doi":"10.14359/51685615","DOIUrl":null,"url":null,"abstract":"Different anti-icing agents are used in various locations in Ontario to meet the specific climate needs of the area in order to minimize, or help remove, snow and ice build-up. These anti-icing agents are generally applied in liquid form and, due to their low freezing temperatures, are able to stay liquid, thus also allowing them to penetrate concrete structures. It has been shown in previous studies that the cations of some of the solutions can react with the cementitious materials to form precipitates of expansive nature. In this project, concrete exposed to the different solutions has been subjected to freezing and thawing both in laboratory tests and in outdoor exposure and to compression testing. However, the salts prevented freezing at the lowest temperatures tested. Therefore, it has been observed that reactions with the calcium and magnesium chlorides can have a positive effect at early ages but a potentially detrimental effect over the long term. The penetration of salt into the dry concrete was determined to be very fast and resulted in a rapid initial increase in the concrete compressive strength but little subsequent strength gain, whereas the strength of concrete exposed to water continues to increase over a longer period.","PeriodicalId":242991,"journal":{"name":"SP-291: Corrosion of Reinforcing Steel in Concrete - Future Direction: Proceedings-Hope & Schupack Corrosion Symposium","volume":"65 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Effects of Anti-Icing Agents on the Durability of Concrete\",\"authors\":\"M. Cremasco, C. Hansson\",\"doi\":\"10.14359/51685615\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Different anti-icing agents are used in various locations in Ontario to meet the specific climate needs of the area in order to minimize, or help remove, snow and ice build-up. These anti-icing agents are generally applied in liquid form and, due to their low freezing temperatures, are able to stay liquid, thus also allowing them to penetrate concrete structures. It has been shown in previous studies that the cations of some of the solutions can react with the cementitious materials to form precipitates of expansive nature. In this project, concrete exposed to the different solutions has been subjected to freezing and thawing both in laboratory tests and in outdoor exposure and to compression testing. However, the salts prevented freezing at the lowest temperatures tested. Therefore, it has been observed that reactions with the calcium and magnesium chlorides can have a positive effect at early ages but a potentially detrimental effect over the long term. The penetration of salt into the dry concrete was determined to be very fast and resulted in a rapid initial increase in the concrete compressive strength but little subsequent strength gain, whereas the strength of concrete exposed to water continues to increase over a longer period.\",\"PeriodicalId\":242991,\"journal\":{\"name\":\"SP-291: Corrosion of Reinforcing Steel in Concrete - Future Direction: Proceedings-Hope & Schupack Corrosion Symposium\",\"volume\":\"65 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-03-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-291: Corrosion of Reinforcing Steel in Concrete - Future Direction: Proceedings-Hope & Schupack Corrosion Symposium\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/51685615\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-291: Corrosion of Reinforcing Steel in Concrete - Future Direction: Proceedings-Hope & Schupack Corrosion Symposium","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/51685615","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

摘要

在安大略省的不同地点使用不同的防冰剂,以满足该地区的特定气候需求,以尽量减少或帮助消除冰雪积聚。这些防冰剂通常以液体形式应用,由于它们的低温,能够保持液体状态,因此也允许它们穿透混凝土结构。前人的研究表明,某些溶液中的阳离子可以与胶凝材料发生反应,形成具有膨胀性质的沉淀。在这个项目中,暴露在不同溶液中的混凝土在实验室测试、室外暴露和压缩测试中都经历了冻结和解冻。然而,在测试的最低温度下,盐可以防止冻结。因此,已经观察到,与氯化钙和氯化镁的反应在早期可能有积极的影响,但在长期可能有有害的影响。盐在干混凝土中的渗透速度非常快,导致混凝土抗压强度的快速增加,但随后的强度增加很少,而混凝土暴露在水中的强度在较长时间内继续增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of Anti-Icing Agents on the Durability of Concrete
Different anti-icing agents are used in various locations in Ontario to meet the specific climate needs of the area in order to minimize, or help remove, snow and ice build-up. These anti-icing agents are generally applied in liquid form and, due to their low freezing temperatures, are able to stay liquid, thus also allowing them to penetrate concrete structures. It has been shown in previous studies that the cations of some of the solutions can react with the cementitious materials to form precipitates of expansive nature. In this project, concrete exposed to the different solutions has been subjected to freezing and thawing both in laboratory tests and in outdoor exposure and to compression testing. However, the salts prevented freezing at the lowest temperatures tested. Therefore, it has been observed that reactions with the calcium and magnesium chlorides can have a positive effect at early ages but a potentially detrimental effect over the long term. The penetration of salt into the dry concrete was determined to be very fast and resulted in a rapid initial increase in the concrete compressive strength but little subsequent strength gain, whereas the strength of concrete exposed to water continues to increase over a longer period.
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
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信