利用低摩尔碱溶液和热活化技术提高超大体积粉煤灰混凝土的抗压强度

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL
Samuel Santosa, Antoni Antoni, Djwantoro Hardjito
{"title":"利用低摩尔碱溶液和热活化技术提高超大体积粉煤灰混凝土的抗压强度","authors":"Samuel Santosa, Antoni Antoni, Djwantoro Hardjito","doi":"10.1007/s40996-024-01553-z","DOIUrl":null,"url":null,"abstract":"<p>The utilization of fly ash as a waste product of coal combustion is currently limited to being a supplementary cementitious material. Fly ash integrates well with cement, demonstrating favorable qualities in concrete such as good workability, high ultimate strength, and durability. However, the use of fly ash in very high proportions has not been extensively explored due to its weakness in early strength development in concrete. Methods have been investigated to enhance the early compressive strength and compressive strength of very-high-volume fly ash mortar. This research explores the incorporation of fly ash at a very high percentage (80%), also known as very-high-volume fly ash (VHVFA), into mortar using low-molarity alkali solution and thermal activation. The activation of fly ash is examined through alkali activation, specifically utilizing sodium hydroxide (NaOH) solution, and thermal activation involving temperature and activation time. Pre-activating Class F fly ash for 2 h using a 0.3 M NaOH solution at a temperature of 60 °C increased the early compressive strength (at 7 days) by 35% and the compressive strength at 28 days by 12%. Pre-activation for 30 min at room temperature with a 1 M NaOH activator was able to increase the early compressive strength of VHVFA mortar (at 7 days) by 79% for Class C fly ash and by 43% at 28 days. In this study, it is shown that through the use of low-molarity alkali solution and thermal activation, the compressive strength of VHVFA mortar can be increased whether using Class F fly ash or Class C fly ash.</p>","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":"232 1","pages":""},"PeriodicalIF":1.7000,"publicationDate":"2024-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhancing Compressive Strength of Very High Volume Fly Ash Concrete Using Low Molarity Alkali Soluti on and Thermal Activation\",\"authors\":\"Samuel Santosa, Antoni Antoni, Djwantoro Hardjito\",\"doi\":\"10.1007/s40996-024-01553-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>The utilization of fly ash as a waste product of coal combustion is currently limited to being a supplementary cementitious material. Fly ash integrates well with cement, demonstrating favorable qualities in concrete such as good workability, high ultimate strength, and durability. However, the use of fly ash in very high proportions has not been extensively explored due to its weakness in early strength development in concrete. Methods have been investigated to enhance the early compressive strength and compressive strength of very-high-volume fly ash mortar. This research explores the incorporation of fly ash at a very high percentage (80%), also known as very-high-volume fly ash (VHVFA), into mortar using low-molarity alkali solution and thermal activation. The activation of fly ash is examined through alkali activation, specifically utilizing sodium hydroxide (NaOH) solution, and thermal activation involving temperature and activation time. Pre-activating Class F fly ash for 2 h using a 0.3 M NaOH solution at a temperature of 60 °C increased the early compressive strength (at 7 days) by 35% and the compressive strength at 28 days by 12%. Pre-activation for 30 min at room temperature with a 1 M NaOH activator was able to increase the early compressive strength of VHVFA mortar (at 7 days) by 79% for Class C fly ash and by 43% at 28 days. In this study, it is shown that through the use of low-molarity alkali solution and thermal activation, the compressive strength of VHVFA mortar can be increased whether using Class F fly ash or Class C fly ash.</p>\",\"PeriodicalId\":14550,\"journal\":{\"name\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"volume\":\"232 1\",\"pages\":\"\"},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2024-08-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40996-024-01553-z\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01553-z","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

粉煤灰作为煤炭燃烧产生的废料,其利用目前仅限于作为一种辅助胶凝材料。粉煤灰与水泥结合良好,在混凝土中表现出良好的工作性、高极限强度和耐久性。然而,由于粉煤灰在混凝土早期强度发展方面的弱点,人们尚未广泛探索如何使用高比例的粉煤灰。人们一直在研究如何提高超高比例粉煤灰砂浆的早期抗压强度和抗压强度。本研究探讨了使用低摩尔碱溶液和热活化法在砂浆中掺入高比例(80%)粉煤灰(也称为超高容粉煤灰(VHVFA))的方法。通过碱活化(特别是利用氢氧化钠(NaOH)溶液)以及涉及温度和活化时间的热活化,对粉煤灰的活化进行了研究。使用 0.3 M NaOH 溶液在 60 °C 的温度下对 F 级粉煤灰进行 2 小时的预活化,早期抗压强度(7 天)提高了 35%,28 天抗压强度提高了 12%。使用 1 M NaOH 活化剂在室温下预活化 30 分钟可使 C 级粉煤灰的 VHVFA 砂浆早期抗压强度(7 天)提高 79%,28 天时提高 43%。这项研究表明,通过使用低摩尔碱溶液和热活化剂,无论是使用 F 级粉煤灰还是 C 级粉煤灰,都能提高 VHVFA 砂浆的抗压强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Enhancing Compressive Strength of Very High Volume Fly Ash Concrete Using Low Molarity Alkali Soluti on and Thermal Activation

Enhancing Compressive Strength of Very High Volume Fly Ash Concrete Using Low Molarity Alkali Soluti on and Thermal Activation

The utilization of fly ash as a waste product of coal combustion is currently limited to being a supplementary cementitious material. Fly ash integrates well with cement, demonstrating favorable qualities in concrete such as good workability, high ultimate strength, and durability. However, the use of fly ash in very high proportions has not been extensively explored due to its weakness in early strength development in concrete. Methods have been investigated to enhance the early compressive strength and compressive strength of very-high-volume fly ash mortar. This research explores the incorporation of fly ash at a very high percentage (80%), also known as very-high-volume fly ash (VHVFA), into mortar using low-molarity alkali solution and thermal activation. The activation of fly ash is examined through alkali activation, specifically utilizing sodium hydroxide (NaOH) solution, and thermal activation involving temperature and activation time. Pre-activating Class F fly ash for 2 h using a 0.3 M NaOH solution at a temperature of 60 °C increased the early compressive strength (at 7 days) by 35% and the compressive strength at 28 days by 12%. Pre-activation for 30 min at room temperature with a 1 M NaOH activator was able to increase the early compressive strength of VHVFA mortar (at 7 days) by 79% for Class C fly ash and by 43% at 28 days. In this study, it is shown that through the use of low-molarity alkali solution and thermal activation, the compressive strength of VHVFA mortar can be increased whether using Class F fly ash or Class C fly ash.

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
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
×
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