用作填充材料的Poto-Poto压缩块的热物理和力学特性

KO Eric, J. Damfeu, Pettang J. Ursulala, J. Ducourneau, P. Woafo, Chispin Pettang
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引用次数: 3

摘要

本文致力于生态材料poto-poto的热物理和力学研究。目的是研究添加竹纤维对材料热物理性能的影响,同时验证材料是否符合喀麦隆的机械标准。因此进行了双重研究:机械表征,其目标是确定机械性能(抗压强度,弯曲强度和杨氏模量),热物理表征,其目标是确定导热性。在热物理表征方面,建立了基于一维四极杆模型的非对称热平面实验装置,并进行了数值模拟,估算了热流率E和体积热容ρC p。实验结果表明,所制备材料的表观导热系数随纤维的增加而降低。虽然标准材料(0%纤维)的导电性比普通砂块(1.15 Wm−1 K−1)高得多,但添加2%的纤维会降低其导电性(0.95 Wm−1 K−1)。从保温和节能的角度来看,获得的导热系数结果表明,使用纤维含量最高为6%的这些材料将比砂块或压缩土砖具有更好的保温效果。得到的抗压强度为rc> 0.6 MPa。所研制的材料在用作填料时均符合设计标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Thermophysical and Mechanical Characterization of Poto-Poto Compressed Blocks for Use as Fill Material
This article is devoted to the thermophysical and mechanical study of an eco-material, poto-poto. The objective is to study the influence of the addition of bamboo fibers on the thermophysical properties of the material, while verifying that it complies with the mechanical standards in Cameroon. A double study is therefore carried out: a mechanical characterization whose objective is to determine the mechanical properties (compressive strength, flexural strength and Young’s modulus) and a thermophysical characterization whose objective is to determine the thermal conductivity. For the thermophysical characterization, the asymmetric hot plane experimental setup based on 1D quadrupole modelling was developed and simulated for the estimation of thermal effusivity E and volume heat capacity ρC p . The obtained experimental results show that the apparent thermal conductivity of the developed materials decreases with increasing fibers. Although the reference material (0% fibers) has a much higher conductivity than the ordinary sand block (1.15 Wm −1 K −1 ), the addition of fibers, already at 2%, contributes to decrease this conductivity (0.95 Wm −1 K −1 ). From the point of view of thermal insulation and energy savings, the thermal conductivity results obtained show that the use of these materials with a maximum fibercontent of 6% would be a better thermal insulator than sand block or compressed earth brick. The compressive strength obtained is such that R c > 0.6 MPa. All the materials developed meet the design standards when used as infill.
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