Strength and sorption properties of cement-bonded composites produced from eucalyptus ( Eucalyptus tereticornis SM.) veneer waste

A. Olorunnisola, S. Agrawal
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引用次数: 2

Abstract

This study investigated the effects of wood-cement ratio, calcium chloride ( CaCl 2 ) addition (0-3%) and cold water extraction on strength and sorption properties of cementbonded composites produced from eucalyptus (Eucalyptus tereticornis Sm.) veneer waste. Hammer-milled particles were characterized and used. Boards measuring 150 x 150 mm were manufactured in a low pressure system at wood/cement ratios by weight of 10:90, 20:80 and 30:70 respectively at a target density of 1000kg/m3. Physical, mechanical and sorption properties of the boards were evaluated. About 50% of the eucalyptus particles were retained on 0.85 to 2.36 mm sieve sizes. The loose bulk density ranged between 118 and 136 kg/m 3 at a moisture content of 8.8 %. Water absorption by the particles at 24 hours ranged between 286.0% and 433.0%. Modulus of rupture (0.4 - 3.6 MPa), flexural toughness (0.02 - 0.15 KJ/m 2 ), and tensile strength (0.4 - 1.2 MPa) of the boards fell within acceptable limits. In virtually all specimens, over 80% of the water absorption by immersion occurred in the first 1 hour of soaking, a reflection on the water absorption capability of the eucalyptus wood particles. Strength properties not directly measured experimentally and 24-h water absorption values were successfully predicted with existing model equations. Addition of calcium chloride significantly improved the physical and mechanical properties of the panels, while cold water extraction improved dimensional stability. Boards produced with less than 30% wood content exhibited superior strength and dimensional stability properties that can be exploited in ceiling applications where sound absorption is important. Keywords: Eucalyptus, Veneer waste, Cement composite, Strength, dimensional stability Journal of Applied Science, Engineering and Technology Volume9,: 42-49
桉树(eucalyptus tereticornis SM.)废单板水泥粘结复合材料的强度和吸附性能
研究了木灰比、氯化钙(cacl2)添加量(0-3%)和冷水浸提对桉树(eucalyptus tereticornis Sm.)废单板水泥复合材料强度和吸附性能的影响。对锤磨颗粒进行了表征和应用。板材尺寸为150 x 150 mm,在低压系统中制造,木材/水泥的重量比分别为10:90,20:80和30:70,目标密度为1000kg/m3。对其物理、机械和吸附性能进行了评价。约50%的桉树颗粒在0.85至2.36毫米的筛尺寸上被保留。水分含量为8.8%时,松散容重在118 ~ 136 kg/ m3之间。24 h吸水率在286.0% ~ 433.0%之间。板材的断裂模量(0.4 - 3.6 MPa)、弯曲韧性(0.02 - 0.15 KJ/ m2)、抗拉强度(0.4 - 1.2 MPa)均在可接受范围内。在几乎所有的试样中,超过80%的浸水吸水发生在浸水的前1小时,这反映了桉树木材颗粒的吸水能力。用现有的模型方程成功地预测了非直接实验测量的强度特性和24h吸水率值。氯化钙的加入显著改善了面板的物理和机械性能,而冷水提取改善了尺寸稳定性。木材含量低于30%的板材表现出优异的强度和尺寸稳定性,可用于吸声重要的天花板应用。关键词:桉树,废单板,水泥复合材料,强度,尺寸稳定性应用科学,工程与技术,第9卷,42-49
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