经处理的棕榈纤维对碱活化天然灰胶稳定压缩土砖力学性能的影响

Rolande Aurelie Tchouateu Kamwa, Joseph Bikoun Mousi, Sylvain Tome, Juvenal Giogetti Deutou Nemaleu, Martine Gérard, Marie-Annie Etoh, Jacques Etame
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引用次数: 0

摘要

研究了经氢氧化钠溶液处理的棕榈纤维对碱活化粘结剂稳定的压缩土砖(ceb)性能的影响。其力学参数的改善可归因于15%的碱活化结合剂基天然火山灰。为了实现这一目标,已开发出由长度为4和16厘米的不同级别(0.1、0.2、0.3、0.4和0.5 wt.%)处理过的纤维组成的砂浆。在7天和90天后,对这些含纤维和不含纤维的不同砂浆进行了力学(干湿压缩试验、弯曲试验)、物理(吸水试验)、矿物学(XRD、FTIR)和微观结构(SEM/EDS)表征。结果表明,一般来说,纤维的掺入改善了用15%的碱活性粘合剂稳定的ceb的机械和物理性能。此外,x射线衍射分析表明,原料的某些矿物学相在碱性活化过程中溶解。傅里叶变换红外光谱显示了纤维吸附水分子的有效性。此外,光学检查显示所使用的粘合剂完全包裹了纤维。这表明经过处理的纤维在基体中作为填料发挥着完美的作用。在添加0.4% wt.%纤维的情况下,第90天的最大干抗压强度和抗弯强度分别为8.08±$ $ \pm $ 0.40和5.8±$ $ \pm $ 0.19 MPa。用0.4 wt.%的棕榈纤维增强的稳定土砖的机械性能值符合建筑施工应用的候选材料的要求,特别是作为砖石砖。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Effect of treated palm fibers on the mechanical properties of compressed earth bricks stabilized by alkali-activated binder-based natural pozzolan

The aim of this work is to study the influence of the palm fibers treated with soda hydroxide solution on the properties of the compressed earth bricks stabilized (CEBs) with alkali-activated binder. The improvement in their mechanical parameters is attributable with 15 wt.% of alkali-activated binder-based natural pozzolan. To achieve this objective, mortars composed of treated fibers at different levels (0.1, 0.2, 0.3, 0.4, and 0.5 wt.%) of lengths of 4 and 16 cm have been developed. These different mortars with and without fibers were subjected to mechanical (dry and wet compressive test, flexural test), physical (water absorption), mineralogical (XRD, FTIR), and microstructural (SEM/EDS) characterizations after 7 and 90 days. The results revealed that in general the incorporation of fibers improves the mechanical and physical properties of CEBs stabilized with 15 wt.% of alkali-activated binder. Furthermore, the X-ray diffraction analysis indicated that certain mineralogical phases of the raw materials dissolve during alkaline activation. The Fourier transform infrared spectra revealed the effectiveness of the fibers in sorption water molecules. Moreover, optical examination reveals that the binder utilized completely wraps the fibers. This demonstrates that the treated fibers function flawlessly as a filler in the matrix. At 90 days with the addition of 0.4 wt.% fibers, the maximum dry compressive strength and flexural strength values were 8.08 ± $ \pm $ 0.40 and 5.8 ± $ \pm $ 0.19 MPa, respectively. The stabilized earth bricks reinforced with 0.4 wt.% of palm fibers exhibited the mechanical properties values fitting the requirements of the materials candidate for the building construction applications especially as masonry bricks.

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