DR-PS调控低碳碱活化混凝土早期微结构演变及强度增强的机理

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xiaofeng Pan , Liyun Tang , Jianguo Zheng , Wurong Jia , Lijun Zhang , Xiaoqi Du , Yongtang Yu , Peiyong Qiu
{"title":"DR-PS调控低碳碱活化混凝土早期微结构演变及强度增强的机理","authors":"Xiaofeng Pan ,&nbsp;Liyun Tang ,&nbsp;Jianguo Zheng ,&nbsp;Wurong Jia ,&nbsp;Lijun Zhang ,&nbsp;Xiaoqi Du ,&nbsp;Yongtang Yu ,&nbsp;Peiyong Qiu","doi":"10.1016/j.cemconcomp.2025.106342","DOIUrl":null,"url":null,"abstract":"<div><div>The monolithic hydrophobic alkali-activated concrete (AAC) performs excellent long-term impermeability, while unavoidably accompanied with the lose of its mechanical strength. Microencapsulation can enhance hydrophobicity without significantly reducing compressive strength in cementitious materials; however, it still faces premature core material release issues, which inhibit the early alkali activation reaction of AAC. To overcome this limitation, a core-shell delayed release polysiloxane (DR-PS) was synthesized based on pH-time dual response coating. The effects of DR-PS incorporation on the mechanical performance and hydrophobicity of AAC were systematically evaluated, and the underlying mechanisms were elucidated through comprehensive microstructural characterization. The results revealed that, compared to the reference AAC, the 28-day compressive strength of DR-PS-AAC increased by 19.27 %, while the water contact angle (WCA) reached 90.5°, demonstrating a synergistic improvement in both mechanical strength and surface hydrophobicity. Mechanistically, the delayed release of polysiloxane avoided interference with the critical early-stage depolymerization and polycondensation of reactive Si–Al species, thereby facilitating the formation of a continuous gel network. In the later hydration stages, the released polysiloxane imparted durable hydrophobicity, while the degradation of the DR-PS shell contributed to pore structure refinement, evidenced by a 24.08 % reduction in pores larger than 10 nm compared to PS-AAC. This work presents a mechanistically informed strategy to reconcile early-stage structural integrity with long-term durability in AAC, offering a viable pathway for the development of high-performance, hydrophobic, and low-carbon concrete materials for aggressive service environments.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"165 ","pages":"Article 106342"},"PeriodicalIF":13.1000,"publicationDate":"2025-09-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mechanism of DR–PS in regulating early–stage microstructural evolution and strength enhancement of low–carbon alkali–activated concrete\",\"authors\":\"Xiaofeng Pan ,&nbsp;Liyun Tang ,&nbsp;Jianguo Zheng ,&nbsp;Wurong Jia ,&nbsp;Lijun Zhang ,&nbsp;Xiaoqi Du ,&nbsp;Yongtang Yu ,&nbsp;Peiyong Qiu\",\"doi\":\"10.1016/j.cemconcomp.2025.106342\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The monolithic hydrophobic alkali-activated concrete (AAC) performs excellent long-term impermeability, while unavoidably accompanied with the lose of its mechanical strength. Microencapsulation can enhance hydrophobicity without significantly reducing compressive strength in cementitious materials; however, it still faces premature core material release issues, which inhibit the early alkali activation reaction of AAC. To overcome this limitation, a core-shell delayed release polysiloxane (DR-PS) was synthesized based on pH-time dual response coating. The effects of DR-PS incorporation on the mechanical performance and hydrophobicity of AAC were systematically evaluated, and the underlying mechanisms were elucidated through comprehensive microstructural characterization. The results revealed that, compared to the reference AAC, the 28-day compressive strength of DR-PS-AAC increased by 19.27 %, while the water contact angle (WCA) reached 90.5°, demonstrating a synergistic improvement in both mechanical strength and surface hydrophobicity. Mechanistically, the delayed release of polysiloxane avoided interference with the critical early-stage depolymerization and polycondensation of reactive Si–Al species, thereby facilitating the formation of a continuous gel network. In the later hydration stages, the released polysiloxane imparted durable hydrophobicity, while the degradation of the DR-PS shell contributed to pore structure refinement, evidenced by a 24.08 % reduction in pores larger than 10 nm compared to PS-AAC. This work presents a mechanistically informed strategy to reconcile early-stage structural integrity with long-term durability in AAC, offering a viable pathway for the development of high-performance, hydrophobic, and low-carbon concrete materials for aggressive service environments.</div></div>\",\"PeriodicalId\":9865,\"journal\":{\"name\":\"Cement & concrete composites\",\"volume\":\"165 \",\"pages\":\"Article 106342\"},\"PeriodicalIF\":13.1000,\"publicationDate\":\"2025-09-24\",\"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/S095894652500424X\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"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/S095894652500424X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

整体疏水碱活化混凝土(AAC)具有优良的长期抗渗性能,但不可避免地伴随着机械强度的损失。微胶囊化可以在不显著降低胶凝材料抗压强度的情况下增强疏水性;但仍存在芯材过早释放的问题,抑制了AAC的早期碱活化反应。为了克服这一限制,基于ph -时间双响应涂层合成了核壳缓释聚硅氧烷(DR-PS)。系统评价了DR-PS掺入对AAC力学性能和疏水性的影响,并通过综合微观结构表征阐明了其潜在机制。结果表明,与参考AAC相比,DR-PS-AAC的28天抗压强度提高了19.27%,水接触角(WCA)达到90.5°,机械强度和表面疏水性协同提高。从机理上讲,聚硅氧烷的延迟释放避免了对反应性硅铝的关键早期解聚和缩聚的干扰,从而促进了连续凝胶网络的形成。在水化后期,释放的聚硅氧烷赋予了持久的疏水性,而DR-PS壳的降解有助于孔隙结构的细化,与PS-AAC相比,大于10 nm的孔隙减少了24.08%。这项工作提出了一种机械信息策略,以协调AAC的早期结构完整性和长期耐久性,为开发高性能、疏水和低碳混凝土材料提供了可行的途径,以适应恶劣的使用环境。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanism of DR–PS in regulating early–stage microstructural evolution and strength enhancement of low–carbon alkali–activated concrete
The monolithic hydrophobic alkali-activated concrete (AAC) performs excellent long-term impermeability, while unavoidably accompanied with the lose of its mechanical strength. Microencapsulation can enhance hydrophobicity without significantly reducing compressive strength in cementitious materials; however, it still faces premature core material release issues, which inhibit the early alkali activation reaction of AAC. To overcome this limitation, a core-shell delayed release polysiloxane (DR-PS) was synthesized based on pH-time dual response coating. The effects of DR-PS incorporation on the mechanical performance and hydrophobicity of AAC were systematically evaluated, and the underlying mechanisms were elucidated through comprehensive microstructural characterization. The results revealed that, compared to the reference AAC, the 28-day compressive strength of DR-PS-AAC increased by 19.27 %, while the water contact angle (WCA) reached 90.5°, demonstrating a synergistic improvement in both mechanical strength and surface hydrophobicity. Mechanistically, the delayed release of polysiloxane avoided interference with the critical early-stage depolymerization and polycondensation of reactive Si–Al species, thereby facilitating the formation of a continuous gel network. In the later hydration stages, the released polysiloxane imparted durable hydrophobicity, while the degradation of the DR-PS shell contributed to pore structure refinement, evidenced by a 24.08 % reduction in pores larger than 10 nm compared to PS-AAC. This work presents a mechanistically informed strategy to reconcile early-stage structural integrity with long-term durability in AAC, offering a viable pathway for the development of high-performance, hydrophobic, and low-carbon concrete materials for aggressive service environments.
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.
×
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:604180095
Book学术官方微信