有机填料的两段矿化对水泥复合材料性能的影响

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
Michał Bołtryk, Edyta Pawluczuk, Katarzyna Kalinowska-Wichrowska, Wioleta Rutkowska
{"title":"有机填料的两段矿化对水泥复合材料性能的影响","authors":"Michał Bołtryk,&nbsp;Edyta Pawluczuk,&nbsp;Katarzyna Kalinowska-Wichrowska,&nbsp;Wioleta Rutkowska","doi":"10.1007/s43452-025-01170-1","DOIUrl":null,"url":null,"abstract":"<div><p>A common feature of most fiber plants is their similar biological composition, an organic and mineral conglomerate mainly in the form of cellulose, lignin, hemicellulose, inorganic materials, and extractive substances such as pectin, fats, wax, and other. In particular, simple sugars formed in an aqueous environment inhibit the process of hydration of the cement binder. In paper extensive laboratory tests were conducted on the effect of different types and methods of organic filler mineralization on the compressive strength of the composite. They focused on eliminating the problem related to the instability of cement composites containing organic fillers due to the presence of simple sugars. Based on the test results the authors proposed a two-stage mineralization of organic filler in cement composites. First, an extractant was selected in the form of an aluminum sulfate solution, which leaches simple sugars from the organic aggregate (mainly from its surface layers) and partially neutralizes them, and then a neutralizer was selected in the form of a calcium oxide solution, whose task is to bind carbohydrates and increase the pH of the solution from acid to alkaline. The optimal contents of aluminium sulphate and calcium oxide in relation to organic fillers were also experimentally determined. The use of two-stage mineralization of organic fillers allowed an increase of the compressive strength of composites by approximately 70%, an increase of volume density as well as significantly reducing their water absorption. This solution enables more efficient use of organic waste in building materials, which is consistent with the idea of sustainable development.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 3","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2025-04-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s43452-025-01170-1.pdf","citationCount":"0","resultStr":"{\"title\":\"The influence of two-stage mineralization of organic fillers on the properties of cement composites\",\"authors\":\"Michał Bołtryk,&nbsp;Edyta Pawluczuk,&nbsp;Katarzyna Kalinowska-Wichrowska,&nbsp;Wioleta Rutkowska\",\"doi\":\"10.1007/s43452-025-01170-1\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>A common feature of most fiber plants is their similar biological composition, an organic and mineral conglomerate mainly in the form of cellulose, lignin, hemicellulose, inorganic materials, and extractive substances such as pectin, fats, wax, and other. In particular, simple sugars formed in an aqueous environment inhibit the process of hydration of the cement binder. In paper extensive laboratory tests were conducted on the effect of different types and methods of organic filler mineralization on the compressive strength of the composite. They focused on eliminating the problem related to the instability of cement composites containing organic fillers due to the presence of simple sugars. Based on the test results the authors proposed a two-stage mineralization of organic filler in cement composites. First, an extractant was selected in the form of an aluminum sulfate solution, which leaches simple sugars from the organic aggregate (mainly from its surface layers) and partially neutralizes them, and then a neutralizer was selected in the form of a calcium oxide solution, whose task is to bind carbohydrates and increase the pH of the solution from acid to alkaline. The optimal contents of aluminium sulphate and calcium oxide in relation to organic fillers were also experimentally determined. The use of two-stage mineralization of organic fillers allowed an increase of the compressive strength of composites by approximately 70%, an increase of volume density as well as significantly reducing their water absorption. This solution enables more efficient use of organic waste in building materials, which is consistent with the idea of sustainable development.</p></div>\",\"PeriodicalId\":55474,\"journal\":{\"name\":\"Archives of Civil and Mechanical Engineering\",\"volume\":\"25 3\",\"pages\":\"\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-04-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://link.springer.com/content/pdf/10.1007/s43452-025-01170-1.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Archives of Civil and Mechanical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s43452-025-01170-1\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-025-01170-1","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

大多数纤维植物的一个共同特点是它们的生物组成相似,都是一种有机和矿物组合物,主要以纤维素、木质素、半纤维素、无机物和提取物如果胶、脂肪、蜡等的形式存在。特别是,在水环境中形成的单糖抑制了水泥粘结剂的水化过程。本文对不同类型和方法的有机填料矿化对复合材料抗压强度的影响进行了广泛的室内试验。他们致力于消除由于单糖的存在而导致含有有机填料的水泥复合材料不稳定的问题。根据试验结果,提出了有机填料在水泥复合材料中的两阶段矿化。首先,选择硫酸铝溶液形式的萃取剂,它从有机聚集体(主要是从其表层)中浸出单糖并部分中和它们,然后选择氧化钙溶液形式的中和剂,其任务是结合碳水化合物并将溶液的pH值从酸性增加到碱性。并通过实验确定了有机填料中硫酸铝和氧化钙的最佳含量。有机填料的两阶段矿化使复合材料的抗压强度提高了约70%,增加了体积密度,并显著降低了其吸水率。这种解决方案可以更有效地利用建筑材料中的有机废物,这与可持续发展的理念是一致的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The influence of two-stage mineralization of organic fillers on the properties of cement composites

A common feature of most fiber plants is their similar biological composition, an organic and mineral conglomerate mainly in the form of cellulose, lignin, hemicellulose, inorganic materials, and extractive substances such as pectin, fats, wax, and other. In particular, simple sugars formed in an aqueous environment inhibit the process of hydration of the cement binder. In paper extensive laboratory tests were conducted on the effect of different types and methods of organic filler mineralization on the compressive strength of the composite. They focused on eliminating the problem related to the instability of cement composites containing organic fillers due to the presence of simple sugars. Based on the test results the authors proposed a two-stage mineralization of organic filler in cement composites. First, an extractant was selected in the form of an aluminum sulfate solution, which leaches simple sugars from the organic aggregate (mainly from its surface layers) and partially neutralizes them, and then a neutralizer was selected in the form of a calcium oxide solution, whose task is to bind carbohydrates and increase the pH of the solution from acid to alkaline. The optimal contents of aluminium sulphate and calcium oxide in relation to organic fillers were also experimentally determined. The use of two-stage mineralization of organic fillers allowed an increase of the compressive strength of composites by approximately 70%, an increase of volume density as well as significantly reducing their water absorption. This solution enables more efficient use of organic waste in building materials, which is consistent with the idea of sustainable development.

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
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
期刊介绍: Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science. The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics. The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation. In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.
×
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