• 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

含石灰石和稳定化云杉木屑的改性成分木材-水泥复合材料的耐久性

Durability of Wood-Cement Composites with Modified Composition by Limestone and Stabilised Spruce Chips.

作者信息

Melichar Tomáš, Dufka Amos, Dvořák Karel, Bayer Patrik, Vasas Silvestr, Novakova Iveta, Schwarzova Ivana, Bydžovský Jiří

机构信息

Institute of Technology of Building Materials and Components, Faculty of Civil Engineering, Brno University of Technology, 602 00 Brno, Czech Republic.

Institute of Chemistry, Faculty of Civil Engineering, Brno University of Technology, 602 00 Brno, Czech Republic.

出版信息

Materials (Basel). 2024 Dec 23;17(24):6300. doi: 10.3390/ma17246300.

DOI:10.3390/ma17246300
PMID:39769898
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11677831/
Abstract

Limestone (LS) and stabilised secondary spruce chips (SCs) utilisation in wood-cement composites is still an unexplored area. Therefore, the main objective of the research presented here is the assessment of the long-term behaviour of cement-bonded particleboards (CBPs) modified by LS and SCs. Cement (CE) was replaced by 10% of LS, and spruce chips by 7% of SCs. The test specimens were stored in a laboratory and exterior environment (Middle Europe) for up to 2 years. The density, strength, and modulus of elasticity were evaluated after 28 days, and then in 6-month periods. The hygroscopicity was analysed separately. The mineralogical composition and microstructure were analysed due to possible LS participation during hydration. SC synergic behaviour in CBPs was also studied. After 2 years, the microstructure of the CBP was more compact, and denser. Strong carbonatation contributes to the improvement of CBP properties. The products of carbonatation were present in both the matrix and wood chips. The hydration of the matrix was almost finished. LS has a positive effect on the matrix microstructure development. LS acts both as an active component participating in the formation of the cement matrix structure and as an inert microfiller, synergic with hydration products. SCs have a positive effect on the hygroscopic behaviour of CBPs and slightly negative effect on the tensile strength.

摘要

在木材 - 水泥复合材料中使用石灰石（LS）和稳定化的次生云杉木片（SCs）仍是一个未被探索的领域。因此，本文所呈现研究的主要目的是评估由LS和SCs改性的水泥刨花板（CBPs）的长期性能。用10%的LS替代水泥（CE），并用7%的SCs替代云杉木片。测试样品在实验室和室外环境（中欧）中存放长达2年。在28天后，然后每隔6个月评估其密度、强度和弹性模量。单独分析吸湿性。由于水化过程中可能存在LS参与，对矿物组成和微观结构进行了分析。还研究了SCs在CBPs中的协同作用。2年后，CBP的微观结构更致密。强烈的碳酸化有助于改善CBP的性能。碳酸化产物存在于基体和木片中。基体的水化几乎完成。LS对基体微观结构的发展有积极影响。LS既作为参与水泥基体结构形成的活性成分，又作为与水化产物协同作用的惰性微填料。SCs对CBPs的吸湿行为有积极影响，对拉伸强度有轻微负面影响。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/a48395df96ed/materials-17-06300-g022.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/71ff1335bada/materials-17-06300-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/91cb5ea585ca/materials-17-06300-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/c0d6c5c316a6/materials-17-06300-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/7cb4a8093f89/materials-17-06300-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/c1eec9699cc7/materials-17-06300-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/e95e9a5a484b/materials-17-06300-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/324114714f73/materials-17-06300-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/0930194ea350/materials-17-06300-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/13ce1acbcf41/materials-17-06300-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/26e4f05bdb5e/materials-17-06300-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/adafca90a311/materials-17-06300-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/ef9a23d59802/materials-17-06300-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/e70223199c4f/materials-17-06300-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/740890c47d8b/materials-17-06300-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/44294f8e142b/materials-17-06300-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/64994371d6b4/materials-17-06300-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/3a58050a1f46/materials-17-06300-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/2958111a8952/materials-17-06300-g018.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/16abf45e1c62/materials-17-06300-g019.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/0552a4b6aa0f/materials-17-06300-g020.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/284c0cfafa48/materials-17-06300-g021.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/a48395df96ed/materials-17-06300-g022.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/71ff1335bada/materials-17-06300-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/91cb5ea585ca/materials-17-06300-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/c0d6c5c316a6/materials-17-06300-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/7cb4a8093f89/materials-17-06300-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/c1eec9699cc7/materials-17-06300-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/e95e9a5a484b/materials-17-06300-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/324114714f73/materials-17-06300-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/0930194ea350/materials-17-06300-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/13ce1acbcf41/materials-17-06300-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/26e4f05bdb5e/materials-17-06300-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/adafca90a311/materials-17-06300-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/ef9a23d59802/materials-17-06300-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/e70223199c4f/materials-17-06300-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/740890c47d8b/materials-17-06300-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/44294f8e142b/materials-17-06300-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/64994371d6b4/materials-17-06300-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/3a58050a1f46/materials-17-06300-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/2958111a8952/materials-17-06300-g018.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/16abf45e1c62/materials-17-06300-g019.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/0552a4b6aa0f/materials-17-06300-g020.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/284c0cfafa48/materials-17-06300-g021.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/601d/11677831/a48395df96ed/materials-17-06300-g022.jpg

相似文献

1
Durability of Wood-Cement Composites with Modified Composition by Limestone and Stabilised Spruce Chips.含石灰石和稳定化云杉木屑的改性成分木材-水泥复合材料的耐久性
Materials (Basel). 2024 Dec 23;17(24):6300. doi: 10.3390/ma17246300.
2
The Synergistic Effect of Calcained Coal-Series Kaolinite and Limestone on the Hydration of Portland Cement.煅烧煤系高岭土与石灰石对硅酸盐水泥水化的协同效应
Materials (Basel). 2024 Sep 13;17(18):4512. doi: 10.3390/ma17184512.
3
Effects of tree species and wood particle size on the properties of cement-bonded particleboard manufacturing from tree prunings.树种和木材粒径对利用树木修剪枝桠材制造水泥刨花板性能的影响。
J Environ Biol. 2014 Sep;35(5):961-71.
4
Mechanical Performance of Portland Cement, Coarse Silica Fume, and Limestone (PC-SF-LS) Ternary Portland Cements.波特兰水泥、硅灰和石灰石（PC-SF-LS）三元波特兰水泥的力学性能
Materials (Basel). 2022 Apr 18;15(8):2933. doi: 10.3390/ma15082933.
5
Conservation Environments' Effect on the Compressive Strength Behaviour of Wood-Concrete Composites.养护环境对木-混凝土复合材料抗压强度性能的影响
Materials (Basel). 2022 May 17;15(10):3572. doi: 10.3390/ma15103572.
6
Mechanism Study on the Influence of Clay-Type Lithium Slag on the Properties of Cement-Based Materials.黏土型锂渣对水泥基材料性能影响的机理研究
Materials (Basel). 2025 Apr 14;18(8):1788. doi: 10.3390/ma18081788.
7
Influence of Graphene Oxide on Mechanical Properties and Durability of Cement Mortar.氧化石墨烯对水泥砂浆力学性能和耐久性的影响
Materials (Basel). 2024 Mar 21;17(6):1445. doi: 10.3390/ma17061445.
8
Multiscale Investigation on the Performance of Engineered Cementitious Composites Incorporating PE Fiber and Limstone Calcined Clay Cement (LC).掺入聚乙烯纤维和石灰石煅烧黏土水泥（LC）的工程水泥基复合材料性能的多尺度研究
Polymers (Basel). 2022 Mar 23;14(7):1291. doi: 10.3390/polym14071291.
9
Selected Properties of Cement Bound Spruce and Larch Bark Bio-Aggregates.水泥结合云杉和落叶松树皮生物集料的选定特性。
Polymers (Basel). 2021 Dec 17;13(24):4438. doi: 10.3390/polym13244438.
10
A systematic study on sustainable low carbon cement - Superplasticizer interaction: Fresh, mechanical, microstructural and durability characteristics.可持续低碳水泥 - 高效减水剂相互作用的系统研究：新拌性能、力学性能、微观结构及耐久性特征
Heliyon. 2023 Aug 21;9(9):e19176. doi: 10.1016/j.heliyon.2023.e19176. eCollection 2023 Sep.

本文引用的文献

1
The Synergistic Effect of Limestone Powder and Rice Husk Ash on the Mechanical Properties of Cement-Based Materials.石灰石粉与稻壳灰对水泥基材料力学性能的协同效应
Materials (Basel). 2024 Oct 16;17(20):5058. doi: 10.3390/ma17205058.
2
Influence of Mineral Additives on Strength Properties of Standard Mortar.矿物添加剂对标准砂浆强度性能的影响
Materials (Basel). 2024 Aug 22;17(16):4158. doi: 10.3390/ma17164158.
3
Optimal Limestone Content on Hydration Properties of Ordinary Portland Cement with 5% Ground Granulated Blast-Furnace Slag.
含5%粒化高炉矿渣的普通硅酸盐水泥水化性能的最佳石灰石含量
Materials (Basel). 2024 Jul 2;17(13):3255. doi: 10.3390/ma17133255.
4
Application of a Method for Measuring the Grindability of Fine-Grained Materials by High-Speed Milling.一种通过高速铣削测量细颗粒材料可磨性的方法的应用。
Materials (Basel). 2022 Nov 15;15(22):8085. doi: 10.3390/ma15228085.
5
Evaluation of Particleboards Made from Giant Reed ( L.) Bonded with Cement and Potato Starch.用水泥和马铃薯淀粉粘结的巨芦苇制成的刨花板的评估
Polymers (Basel). 2021 Dec 29;14(1):111. doi: 10.3390/polym14010111.
6
Impact of Carbon Particle Character on the Cement-Based Composite Electrical Resistivity.碳颗粒特性对水泥基复合材料电阻率的影响
Materials (Basel). 2021 Dec 7;14(24):7505. doi: 10.3390/ma14247505.
7
The Behavior of Cement-Bonded Particleboard with Modified Composition under Static Load Stress.改性成分的水泥刨花板在静载应力下的性能
Materials (Basel). 2021 Nov 10;14(22):6788. doi: 10.3390/ma14226788.
8
Assessment of Rational Design of Self-Compacting Concrete Incorporating Fly Ash and Limestone Powder in Terms of Long-Term Durability.基于长期耐久性对掺粉煤灰和石灰石粉自密实混凝土合理设计的评估
Materials (Basel). 2020 Jun 26;13(12):2863. doi: 10.3390/ma13122863.
9
Study of Waste Jute Fibre Panels ( L.) Agglomerated with Portland Cement and Starch.用波特兰水泥和淀粉团聚的废黄麻纤维板（L.）的研究
Polymers (Basel). 2020 Mar 6;12(3):599. doi: 10.3390/polym12030599.