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珍珠岩混凝土用于建筑物外墙时的力学性能

Mechanical Properties of Perlite Concrete in Context to Its Use in Buildings' External Walls.

作者信息

Szlachetka Olga, Dzięcioł Justyna, Dohojda Marek

机构信息

Institute of Civil Engineering, Warsaw University of Life Sciences-SGGW, 166 Nowoursynowska Street, 02-787 Warsaw, Poland.

出版信息

Materials (Basel). 2024 Nov 26;17(23):5790. doi: 10.3390/ma17235790.

DOI:10.3390/ma17235790
PMID:39685229
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11641836/
Abstract

Nowadays, much of the attention paid to building construction is focused on sustainability and environmental protection. The materials applied in construction should be safe and free of toxins, but they should also follow the idea of circular construction. Quests for materials with an appropriate structure and composition, unifying features of a construction, insulation (thermally and acoustically), and environmentally friendly material turned our attention in this paper toward expanded perlite (EP). This study aimed to analyze the results of the experimental determination of the basic physical and mechanical parameters of expanded perlite and pure perlite concrete blocks (PPC), i.e., containing 100% EP instead of sand, while in contrast, most existing studies focus only on the partial replacement of sand with EP. This research aims to confirm that PPC containing 100% EP is the product that meets the requirements for load-bearing walls in single-family buildings in European countries such as Poland. The study aimed to determine the procedure for preparing the samples of PPC, i.e., the mixing procedure, the displacement speed during compaction, and the maximum loading force during compaction. It was determined that the appropriate speed of compaction to form the samples is 15 mm per minute, i.e., the same as during the compressive strength tests. The maximum compaction force of 10,000 N during the preparation of samples at a speed of displacement of 15 mm per minute guarantees a compressive strength greater than 3 MPa for dry density class 650, and the method of forming the samples in a single layer, i.e., solid samples.

摘要

如今,建筑施工的许多关注点都集中在可持续性和环境保护上。建筑中使用的材料应安全无毒,同时还应遵循循环建筑的理念。寻找具有合适结构和成分、兼具建筑统一特性、保温(隔热和隔音)以及环保的材料,促使我们在本文中将注意力转向膨胀珍珠岩(EP)。本研究旨在分析膨胀珍珠岩和纯珍珠岩混凝土砌块(PPC)基本物理和力学参数的实验测定结果,即PPC砌块含有100%的膨胀珍珠岩而不是沙子,相比之下,大多数现有研究仅关注用膨胀珍珠岩部分替代沙子。本研究旨在证实,含100%膨胀珍珠岩的PPC砌块是符合波兰等欧洲国家单户住宅承重墙要求的产品。该研究旨在确定制备PPC砌块样品的程序,即搅拌程序、压实过程中的位移速度以及压实过程中的最大加载力。已确定形成样品的合适压实速度为每分钟15毫米,即与抗压强度测试时的速度相同。在位移速度为每分钟15毫米的情况下制备样品时,最大压实力为10000牛,可确保干密度等级为650时的抗压强度大于3兆帕,且样品成型方法为单层,即实心样品。

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