Influence of Spanish Broom Fibre Treatment, Fibre Length, and Amount and Harvest Year on Reinforced Cement Mortar Quality

被引:3
作者
Juradin, Sandra [1 ]
Jozic, Drazan [2 ]
Grubesa, Ivanka Netinger [3 ]
Pamukovic, Anita [4 ]
Covic, Andela [2 ]
Mihanovic, Frane [5 ]
机构
[1] Univ Split, Fac Civil Engn Architecture & Geodesy, Dept Mat, Matice hrvatske 15, Split 21000, Croatia
[2] Univ Split, Fac Chem & Technol, Dept Inorgan Technol, Rudera Boskovica 35, Split 21000, Croatia
[3] Univ North, Dept Civil Engn, 104 Brigade 3, Varazhdin 42000, Croatia
[4] Univ Appl Sci Marko Marul Knin, Karst Agr Dept, Petra Kresimira IV 30, Knin 22300, Croatia
[5] Univ Split, Univ Dept Hlth Studies, Rudera Boskovica 35,PP 464, Split 21000, Croatia
关键词
Spanish broom; fibre treatments; reuse of treatment solution; XRD; ATR-FTIR; TG/DTG; cement mortar; mechanical strength; SEM/EDS analysis; meteorological conditions; SPARTIUM-JUNCEUM L; DATE PALM FIBERS; MECHANICAL-PROPERTIES; NATURAL FIBER; FLAX; COMPOSITES; REPRODUCIBILITY; DURABILITY; BEHAVIOR;
D O I
10.3390/buildings13081910
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of natural materials, such as natural fibres, in the construction industry is becoming more frequent. The source of natural fibres should be sought in local plants, such as Spanish Broom in the Mediterranean area. The fibre treatment process was carried out in 8 different ways with alkali 4%, 5%, 6%, 8%, 10% and 15% NaOH solution, and 5% NaOH and 2% Na2SO3 mixture solution and seawater. The fibres were tested for tensile strength. No relationship was established between the concentration of the solution and the tensile strength of the fibres. The influence of the reuse of treatment solution on fibre quality was monitored by X-ray diffraction (XRD), ATR-FTIR, and TG/DTG analysis. Fibres with lengths of 1, 2, and 3 cm were added to cement mortar specimens in amounts of 0.5 and 1 vol%. The flexural and compressive strengths were tested on mortar specimens after 28 days. For fibres 1 and 3 cm long, 0.5% natural fibre content gives higher strength results: about 9% for flexural strength and 13.5% and 11.7% for compressive strength in regard to mortar reinforced with fibres of the same length but with a proportion of 1%. For mortar reinforced with fibre 2 cm long, better results are achieved with 1% fibre content, namely 9% higher flexural strength and 11.2% higher compressive strength compared to mortars with 0.5% fibre content. SEM/EDS analysis showed that the fibres are integrated into the cement matrix but that there is no strong interaction with the binder. For examination and 3D visualisation of mortar specimens, a medical device MSCT (Multi-slice Computed Tomography) was also used. For three consecutive years of Spanish Broom harvesting, an analysis of meteorological conditions and the results of the mechanical strength of reinforced mortars is given. For the examined years, the meteorological conditions did not affect the obtained results. Additional knowledge about the Spanish Broom fibres can introduce this plant to the application of new sustainable building materials.
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页数:25
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