• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

早期暴露对外部硫酸盐侵蚀下水泥浆体降解机制的影响。

Effect of an Early-Age Exposure on the Degradation Mechanisms of Cement Paste under External Sulfate Attack.

作者信息

Metalssi Othman Omikrine, Ragoug Rim, Barberon Fabien, Lacaillerie Jean-Baptiste d'Espinose de, Roussel Nicolas, Divet Loïc, Torrenti Jean-Michel

机构信息

Laboratoire Matériaux pour une Construction Durable (UMR MCD), University Gustave Eiffel, Cerema, F-77454 Marne-la-Vallée, France.

Organisation Professionnel Prévention Bâtiment Travaux Public, 25 Avenue General LECLERC, 92600 Boulogne Billancourt, France.

出版信息

Materials (Basel). 2023 Sep 1;16(17):6013. doi: 10.3390/ma16176013.

DOI:10.3390/ma16176013
PMID:37687705
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10488528/
Abstract

Among the most significant causes of concrete degradation is ESA (external sulfate attack). The majority of studies are currently conducted on samples that have been saturated and matured. Concrete structures, however, are exposed to the environment once the formwork has been removed. The purpose of this study is to determine what effects early exposure to external sulfates may have on degradation mechanisms. Microstructure, physical, and chemical behavior are monitored using a variety of experimental techniques, including NMR (Al and Si), ICP, XRD, MIP, and SEM. Based on expansion measurements, mature Portland cement paste, unlike the early-age case, degraded rapidly due to the presence of compressed ettringite and gypsum, highlighted by SEM analysis. During ESA, sulfate ions diffuse through the cement matrix and are bound by chemical agents. Chemical analyses indicate that the chemical mechanism varies with the duration of curing. At an early age, external sulfates and aluminates are the most important reagents. For matured cases, these reagents include external sulfates, calcium derived from CH dissolution, and aluminates derived from the total dissolution of AFm.

摘要

混凝土劣化的最重要原因之一是外部硫酸盐侵蚀(ESA)。目前大多数研究是在已饱和且成熟的样品上进行的。然而,混凝土结构在模板拆除后就会暴露于环境中。本研究的目的是确定早期暴露于外部硫酸盐可能对劣化机制产生何种影响。使用多种实验技术监测微观结构、物理和化学行为,包括核磁共振(Al和Si)、电感耦合等离子体质谱、X射线衍射、汞侵入孔隙率测定法和扫描电子显微镜。基于膨胀测量,与早期情况不同,成熟的波特兰水泥浆体由于存在压缩钙矾石和石膏而迅速劣化,扫描电子显微镜分析突出了这一点。在外部硫酸盐侵蚀过程中,硫酸根离子扩散通过水泥基体并与化学试剂结合。化学分析表明,化学机制随养护时间而变化。在早期,外部硫酸盐和铝酸盐是最重要的试剂。对于成熟的情况,这些试剂包括外部硫酸盐、由氢氧化钙溶解产生的钙以及由单硫型水化铝酸钙完全溶解产生的铝酸盐。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/9e65137a2215/materials-16-06013-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/53351467404c/materials-16-06013-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/59b8fc7d6bb4/materials-16-06013-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/0980b04077d8/materials-16-06013-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/989e8ae876a7/materials-16-06013-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/242f11d6dbd5/materials-16-06013-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/3bc3a68a4556/materials-16-06013-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/295078726a7f/materials-16-06013-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/31d5a2331426/materials-16-06013-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/fbb44aff6348/materials-16-06013-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/6619daa64175/materials-16-06013-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/bf1bdd325cae/materials-16-06013-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/832e7f09fa98/materials-16-06013-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/9e65137a2215/materials-16-06013-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/53351467404c/materials-16-06013-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/59b8fc7d6bb4/materials-16-06013-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/0980b04077d8/materials-16-06013-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/989e8ae876a7/materials-16-06013-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/242f11d6dbd5/materials-16-06013-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/3bc3a68a4556/materials-16-06013-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/295078726a7f/materials-16-06013-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/31d5a2331426/materials-16-06013-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/fbb44aff6348/materials-16-06013-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/6619daa64175/materials-16-06013-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/bf1bdd325cae/materials-16-06013-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/832e7f09fa98/materials-16-06013-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1b06/10488528/9e65137a2215/materials-16-06013-g013.jpg

相似文献

1
Effect of an Early-Age Exposure on the Degradation Mechanisms of Cement Paste under External Sulfate Attack.早期暴露对外部硫酸盐侵蚀下水泥浆体降解机制的影响。
Materials (Basel). 2023 Sep 1;16(17):6013. doi: 10.3390/ma16176013.
2
Deterioration Process of Concrete Exposed to Internal Sulfate Attack.遭受内部硫酸盐侵蚀的混凝土劣化过程。
Materials (Basel). 2020 Mar 15;13(6):1336. doi: 10.3390/ma13061336.
3
Effect of Layered Double Hydroxides on the Deterioration Process of Cement Paste under Sulfate Attack.层状双氢氧化物对硫酸盐侵蚀下水泥浆体劣化过程的影响。
Materials (Basel). 2022 Nov 26;15(23):8437. doi: 10.3390/ma15238437.
4
Microstructural Origins of Cement Paste Degradation by External Sulfate Attack.外部硫酸盐侵蚀导致水泥浆体劣化的微观结构起源
Constr Build Mater. 2015 Oct 15;96:391-403. doi: 10.1016/j.conbuildmat.2015.07.186.
5
C, Al and Si NMR Investigation of the Hydration Kinetics of Portland-Limestone Cement Pastes Containing CH-COO-R (R=H or Na) Additives.含CH-COO-R(R = H或Na)添加剂的波特兰石灰石水泥浆体水化动力学的碳、铝和硅核磁共振研究
Materials (Basel). 2022 Mar 8;15(6):2004. doi: 10.3390/ma15062004.
6
Investigation on surface sulfate attack of nanoparticle-modified fly ash concrete.纳米改性粉煤灰混凝土表面硫酸盐侵蚀的研究。
Environ Sci Pollut Res Int. 2020 Nov;27(33):41372-41380. doi: 10.1007/s11356-020-10134-2. Epub 2020 Jul 18.
7
Degradation Mechanism of Concrete Subjected to External Sulfate Attack: Comparison of Different Curing Conditions.遭受外部硫酸盐侵蚀的混凝土降解机制:不同养护条件的比较
Materials (Basel). 2020 Jul 16;13(14):3179. doi: 10.3390/ma13143179.
8
Sulfate Attacks on Uncarbonated Fly Ash + Cement Pastes Partially Immersed in NaSO Solution.硫酸盐对部分浸没在硫酸钠溶液中的未碳化粉煤灰+水泥浆体的侵蚀
Materials (Basel). 2020 Nov 2;13(21):4920. doi: 10.3390/ma13214920.
9
External Sulfate Attack on Cementitious Binders: Limitations and Effects of Sample Geometry on the Quantification of Expansion Stress.水泥基胶凝材料的外部硫酸盐侵蚀:样品几何形状对膨胀应力量化的限制及影响
Materials (Basel). 2022 May 20;15(10):3677. doi: 10.3390/ma15103677.
10
Influence of Titanium Dioxide Nanoparticles on the Sulfate Attack upon Ordinary Portland Cement and Slag-Blended Mortars.二氧化钛纳米颗粒对普通硅酸盐水泥和矿渣掺合砂浆硫酸盐侵蚀的影响。
Materials (Basel). 2018 Feb 28;11(3):356. doi: 10.3390/ma11030356.

引用本文的文献

1
Rapid Assessment of Sulfate Resistance in Mortar and Concrete.砂浆和混凝土中抗硫酸盐性的快速评估
Materials (Basel). 2024 Sep 24;17(19):4678. doi: 10.3390/ma17194678.
2
Analytical Solution for Predicting the Elastic Modulus of a Cement Slurry System with the Effect of Calcium Dissolution.考虑钙溶解影响的水泥浆体系弹性模量预测的解析解
Materials (Basel). 2024 Aug 7;17(16):3927. doi: 10.3390/ma17163927.
3
Effect of Exposure Conditions on Mortar Subjected to an External Sulfate Attack.暴露条件对遭受外部硫酸盐侵蚀的砂浆的影响。

本文引用的文献

1
Understanding Chloride Diffusion Coefficient in Cementitious Materials.理解胶凝材料中的氯离子扩散系数。
Materials (Basel). 2023 Apr 29;16(9):3464. doi: 10.3390/ma16093464.
2
A Critical Review of Existing Test-Methods for External Sulfate Attack.现有外部硫酸盐侵蚀测试方法的批判性综述。
Materials (Basel). 2022 Oct 27;15(21):7554. doi: 10.3390/ma15217554.
3
External Sulfate Attack on Cementitious Binders: Limitations and Effects of Sample Geometry on the Quantification of Expansion Stress.水泥基胶凝材料的外部硫酸盐侵蚀:样品几何形状对膨胀应力量化的限制及影响
Materials (Basel). 2024 Jun 30;17(13):3198. doi: 10.3390/ma17133198.
4
Regulation of the Degradation Properties of Tyrosinase-Catalyzed Crosslinking Silk Membranes for Superficial Wound Repair.用于浅表伤口修复的酪氨酸酶催化交联丝素膜降解性能的调控
Materials (Basel). 2024 Jun 11;17(12):2839. doi: 10.3390/ma17122839.
5
Durability Performance of Basalt Fiber-Reinforced Concrete Subjected to Sulfate-Magnesium Combined Attack.硫酸盐 - 镁复合侵蚀作用下玄武岩纤维增强混凝土的耐久性性能
Materials (Basel). 2024 Feb 29;17(5):1128. doi: 10.3390/ma17051128.
Materials (Basel). 2022 May 20;15(10):3677. doi: 10.3390/ma15103677.
4
A Chemical-Transport-Mechanics Numerical Model for Concrete under Sulfate Attack.硫酸盐侵蚀作用下混凝土的化学传输力学数值模型
Materials (Basel). 2021 Dec 14;14(24):7710. doi: 10.3390/ma14247710.
5
Mechanical Properties and Damage Evolution of Concrete Materials Considering Sulfate Attack.考虑硫酸盐侵蚀的混凝土材料力学性能及损伤演化
Materials (Basel). 2021 Apr 30;14(9):2343. doi: 10.3390/ma14092343.
6
Degradation Mechanism of Concrete Subjected to External Sulfate Attack: Comparison of Different Curing Conditions.遭受外部硫酸盐侵蚀的混凝土降解机制:不同养护条件的比较
Materials (Basel). 2020 Jul 16;13(14):3179. doi: 10.3390/ma13143179.
7
Deterioration Process of Concrete Exposed to Internal Sulfate Attack.遭受内部硫酸盐侵蚀的混凝土劣化过程。
Materials (Basel). 2020 Mar 15;13(6):1336. doi: 10.3390/ma13061336.
8
Microstructural Origins of Cement Paste Degradation by External Sulfate Attack.外部硫酸盐侵蚀导致水泥浆体劣化的微观结构起源
Constr Build Mater. 2015 Oct 15;96:391-403. doi: 10.1016/j.conbuildmat.2015.07.186.
9
Model structures for C-(A)-S-H(I).C-(A)-S-H(I)的模型结构
Acta Crystallogr B Struct Sci Cryst Eng Mater. 2014 Dec;70(Pt 6):903-23. doi: 10.1107/S2052520614021982. Epub 2014 Nov 8.
10
MAS NMR spectra of quadrupolar nuclei in disordered solids: the Czjzek model.无序固体中四极核的MAS NMR谱:Czjzek模型
J Magn Reson. 2008 Jun;192(2):244-51. doi: 10.1016/j.jmr.2008.03.001. Epub 2008 Mar 6.