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利用基于废料的轻质陶瓷骨料生产轻质聚合物混凝土,作为可持续建筑的一个组成部分。

Utilization of lightweight ceramic aggregates based on waste materials in the production of lightweight polymer concrete as a component of sustainable architecture.

作者信息

Smoleń Jakub, Fross Klaudiusz, Groń Krzysztof, Orzechowska Kaja, Stępień Krzysztof, Junak Grzegorz, Kozioł Mateusz, Pawlak Sebastian, Pawlik Tomasz, Fross Roxana

机构信息

Faculty of Materials Science, Silesian University of Technology, Krasińskiego 8, Katowice, 40-019, Poland.

Faculty of Architecture, Silesian University of Technology, ul. Akademicka 2A, Gliwice, 44-100, Poland.

出版信息

Sci Rep. 2024 Nov 26;14(1):29384. doi: 10.1038/s41598-024-81290-5.

DOI:10.1038/s41598-024-81290-5
PMID:39592697
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11599906/
Abstract

In this study, a novel lightweight epoxy polymer concrete (PC) was developed with lightweight ceramic aggregates based on waste materials, which can be applied in construction materials. For the purposes of this study, lightweight ceramic aggregates based on waste materials were produced and used as fillers in the production of epoxy polymer concretes. Two aggregate fractions were used in the study: 4-8 mm and 8-16 mm. The physical properties of non-infiltrated and infiltrated granules were compared, which clearly demonstrated that infiltration is beneficial, as the penetration of liquid resin into deep pores increases the interfacial surface area. Next, using the infiltrated granules, a series of polymer concretes were prepared and tested for compressive strength, flexural strength, open porosity, water absorption, apparent density, and thermal diffusivity. The highest mechanical properties were achieved for samples containing only a fine fraction with aggregates with a diameter of 4-8 mm, 99.68 MPa compression, and 18.71 MPa flexural strength. Thermal diffusivity measurements were obtained for heat transfer comparison between the developed polymer concrete and traditional concrete. The results showed that the thermal diffusivity value for the polymer concrete was equal to 2.33  ×10 m/s, which was nearly half of traditional concrete. The investigated material was considered to be frost-resistant because of its low water absorption (0.36%). It was proven that the utilization of lightweight ceramic aggregates based on waste materials was reasonable and increased the mechanical properties of the polymer concrete alongside the overloading environment by processing wastes that are difficult to reuse.

摘要

在本研究中,基于废料开发了一种新型轻质环氧聚合物混凝土(PC),其采用轻质陶瓷骨料,可应用于建筑材料。为了本研究的目的,制备了基于废料的轻质陶瓷骨料,并将其用作环氧聚合物混凝土生产中的填料。研究中使用了两种骨料粒径:4 - 8毫米和8 - 16毫米。比较了未渗透和渗透颗粒的物理性能,结果清楚地表明渗透是有益的,因为液态树脂渗入深孔会增加界面表面积。接下来,使用渗透颗粒制备了一系列聚合物混凝土,并对其抗压强度、抗弯强度、开孔率、吸水率、表观密度和热扩散率进行了测试。对于仅含有直径为4 - 8毫米细骨料的样品,获得了最高的力学性能,抗压强度为99.68兆帕,抗弯强度为18.71兆帕。通过测量热扩散率来比较所开发的聚合物混凝土与传统混凝土之间的热传递。结果表明,聚合物混凝土的热扩散率值为2.33×10米/秒,几乎是传统混凝土的一半。由于其低吸水率(0.36%),所研究的材料被认为具有抗冻性。事实证明,利用基于废料的轻质陶瓷骨料是合理的,通过处理难以再利用的废料,在重载环境下提高了聚合物混凝土的力学性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/817c69d5a2e3/41598_2024_81290_Fig13_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/f87c0bbf8db0/41598_2024_81290_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/1d608a31b78f/41598_2024_81290_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/69bd9c28a411/41598_2024_81290_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/834b4ba182aa/41598_2024_81290_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/7334299ef4f9/41598_2024_81290_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/19dbfb4df6d1/41598_2024_81290_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/ca80dd6e810b/41598_2024_81290_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/63d3f4b41af0/41598_2024_81290_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/65a1e561c03a/41598_2024_81290_Fig9_HTML.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/9fa518759c35/41598_2024_81290_Fig12_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/817c69d5a2e3/41598_2024_81290_Fig13_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/f87c0bbf8db0/41598_2024_81290_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/1d608a31b78f/41598_2024_81290_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/69bd9c28a411/41598_2024_81290_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/834b4ba182aa/41598_2024_81290_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/7334299ef4f9/41598_2024_81290_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/19dbfb4df6d1/41598_2024_81290_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/ca80dd6e810b/41598_2024_81290_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/63d3f4b41af0/41598_2024_81290_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/65a1e561c03a/41598_2024_81290_Fig9_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/3221b6364956/41598_2024_81290_Fig10_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/17a197efa07c/41598_2024_81290_Fig11_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/9fa518759c35/41598_2024_81290_Fig12_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9524/11599906/817c69d5a2e3/41598_2024_81290_Fig13_HTML.jpg

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