采用富钙材料提高单组分硫酸钠活性矿渣砂浆力学性能

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Murat Dener, Hakan Kılıç, Ahmet Benli
{"title":"采用富钙材料提高单组分硫酸钠活性矿渣砂浆力学性能","authors":"Murat Dener,&nbsp;Hakan Kılıç,&nbsp;Ahmet Benli","doi":"10.1016/j.conbuildmat.2025.141285","DOIUrl":null,"url":null,"abstract":"<div><div>One-part alkali-activated slag (AAS) binders offer a simpler preparation process and are suitable for on-site casting, providing a practical alternative to traditional two-part systems. In this study, sodium sulfate was chosen as the activator over traditional high-alkalinity options like sodium hydroxide and sodium silicate due to its lower alkalinity, which reduces both environmental impact and safety concerns. While sodium sulfate is an environmentally friendly choice, it tends to reduce early-age strength. To overcome this challenge, various calcium-rich materials were incorporated into the one-part AAS system to enhance its performance. Mixtures were prepared using sodium sulfate at 2 % and 4 %, with partial replacements of granulated blast furnace slag by Portland cement (10 %, 20 %), hydrated lime (10 %, 20 %), and quicklime (5 %, 10 %). Compressive strength and ultrasonic pulse velocity tests were conducted at 7, 28, and 90 days. The microstructure was analyzed using scanning electron microscopy and Fourier transform infrared spectroscopy, while the thermal properties were investigated using thermogravimetric analysis. The challenges associated with low-alkalinity activators were effectively addressed by incorporating calcium-rich materials in measured proportions. Samples with 2 % and 4 % sodium sulfate had very low 7-day strength (3.4 MPa and 3.9 MPa). Even the lowest levels of calcium-rich replacements increased early-age compressive strength to between 12.6 MPa and 16.9 MPa. At a 2 % sodium sulfate dosage, the addition of 5 % quicklime resulted in approximately an 86 % increase in final compressive strength. This improvement in strength was supported by microstructural analysis, which revealed that the incorporation of calcium-rich materials enhanced the hydration process, promoting the reaction of unreacted particles and the formation of additional hydration products.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"476 ","pages":"Article 141285"},"PeriodicalIF":8.0000,"publicationDate":"2025-04-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhancing mechanical performance of one-part sodium sulfate-activated slag mortars using calcium-rich materials\",\"authors\":\"Murat Dener,&nbsp;Hakan Kılıç,&nbsp;Ahmet Benli\",\"doi\":\"10.1016/j.conbuildmat.2025.141285\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>One-part alkali-activated slag (AAS) binders offer a simpler preparation process and are suitable for on-site casting, providing a practical alternative to traditional two-part systems. In this study, sodium sulfate was chosen as the activator over traditional high-alkalinity options like sodium hydroxide and sodium silicate due to its lower alkalinity, which reduces both environmental impact and safety concerns. While sodium sulfate is an environmentally friendly choice, it tends to reduce early-age strength. To overcome this challenge, various calcium-rich materials were incorporated into the one-part AAS system to enhance its performance. Mixtures were prepared using sodium sulfate at 2 % and 4 %, with partial replacements of granulated blast furnace slag by Portland cement (10 %, 20 %), hydrated lime (10 %, 20 %), and quicklime (5 %, 10 %). Compressive strength and ultrasonic pulse velocity tests were conducted at 7, 28, and 90 days. The microstructure was analyzed using scanning electron microscopy and Fourier transform infrared spectroscopy, while the thermal properties were investigated using thermogravimetric analysis. The challenges associated with low-alkalinity activators were effectively addressed by incorporating calcium-rich materials in measured proportions. Samples with 2 % and 4 % sodium sulfate had very low 7-day strength (3.4 MPa and 3.9 MPa). Even the lowest levels of calcium-rich replacements increased early-age compressive strength to between 12.6 MPa and 16.9 MPa. At a 2 % sodium sulfate dosage, the addition of 5 % quicklime resulted in approximately an 86 % increase in final compressive strength. This improvement in strength was supported by microstructural analysis, which revealed that the incorporation of calcium-rich materials enhanced the hydration process, promoting the reaction of unreacted particles and the formation of additional hydration products.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"476 \",\"pages\":\"Article 141285\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-04-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825014333\",\"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":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825014333","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

单组分碱活化炉渣(AAS)粘结剂的制备工艺更简单,适合现场浇铸,是传统双组分系统的实用替代品。在这项研究中,硫酸钠被选为活化剂,而不是氢氧化钠和硅酸钠等传统的高碱度选择,因为硫酸钠的碱度较低,可以减少对环境的影响和安全问题。虽然硫酸钠是一种环保选择,但它往往会降低早期强度。为了克服这一难题,我们在单组分 AAS 系统中加入了各种富钙材料,以提高其性能。制备的混合物使用 2 % 和 4 % 的硫酸钠,并用波特兰水泥(10 %、20 %)、熟石灰(10 %、20 %)和生石灰(5 %、10 %)部分替代粒化高炉矿渣。分别在 7 天、28 天和 90 天进行了抗压强度和超声波脉速测试。使用扫描电子显微镜和傅立叶变换红外光谱分析了微观结构,并使用热重分析研究了热性能。通过加入一定比例的富钙材料,有效地解决了与低碱度活化剂相关的难题。含 2% 和 4% 硫酸钠的样品 7 天强度非常低(3.4 兆帕和 3.9 兆帕)。即使是最低含量的富钙替代物也能将早期抗压强度提高到 12.6 兆帕至 16.9 兆帕之间。在硫酸钠用量为 2% 的情况下,添加 5% 的生石灰可使最终抗压强度提高约 86%。微观结构分析表明,富钙材料的加入增强了水化过程,促进了未反应颗粒的反应和额外水化产物的形成,从而提高了强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhancing mechanical performance of one-part sodium sulfate-activated slag mortars using calcium-rich materials
One-part alkali-activated slag (AAS) binders offer a simpler preparation process and are suitable for on-site casting, providing a practical alternative to traditional two-part systems. In this study, sodium sulfate was chosen as the activator over traditional high-alkalinity options like sodium hydroxide and sodium silicate due to its lower alkalinity, which reduces both environmental impact and safety concerns. While sodium sulfate is an environmentally friendly choice, it tends to reduce early-age strength. To overcome this challenge, various calcium-rich materials were incorporated into the one-part AAS system to enhance its performance. Mixtures were prepared using sodium sulfate at 2 % and 4 %, with partial replacements of granulated blast furnace slag by Portland cement (10 %, 20 %), hydrated lime (10 %, 20 %), and quicklime (5 %, 10 %). Compressive strength and ultrasonic pulse velocity tests were conducted at 7, 28, and 90 days. The microstructure was analyzed using scanning electron microscopy and Fourier transform infrared spectroscopy, while the thermal properties were investigated using thermogravimetric analysis. The challenges associated with low-alkalinity activators were effectively addressed by incorporating calcium-rich materials in measured proportions. Samples with 2 % and 4 % sodium sulfate had very low 7-day strength (3.4 MPa and 3.9 MPa). Even the lowest levels of calcium-rich replacements increased early-age compressive strength to between 12.6 MPa and 16.9 MPa. At a 2 % sodium sulfate dosage, the addition of 5 % quicklime resulted in approximately an 86 % increase in final compressive strength. This improvement in strength was supported by microstructural analysis, which revealed that the incorporation of calcium-rich materials enhanced the hydration process, promoting the reaction of unreacted particles and the formation of additional hydration 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
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
×
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