Effect of expanded perlite on physical and mechanical properties of cement mortar

Jira Patthanavarit, M. Kitiwan, N. Keawprak, P. Tunthawiroon
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Abstract

This study presents an investigation of the physical and mechanical properties of the cement mortar containing expanded perlite as a filler material. The effects of perlite replacement contents and compressive molding force on bulk density, water absorption, and flexural strength were observed. In the mixture of mortar, the content of sand was replaced with perlite ranging from 0 to 15% by weight. The specimen was pressed under the uniaxial force varied from 20 to 40 kN then de-molded and cured in the humidity for 28 days. With the increase in perlite content from 0 to 15 wt%, the bulk density decreased from 2118 kg/m3 to 1586 kg/m3 while the water absorption increased from 7.4% to18.7%. All composites showed a low thermal conductivity in the range of 0.10–0.27 W/m K. The specimen without perlite had a flexural strength in the range of 10.7–14.2 MPa, while that of sample containing perlite was 7.8–12.5 MPa. The cement mortar composite containing 10 wt% expanded perlite and molding at 40 kN showed the highest flexural strength of 12.50±1.36 MPa while the bulk density and water absorption were 1773 kg/m3 and 1.40 %, respectively. The results of this research can be used as a guideline for further development in building materials such as lightweight roof tile, lightweight brick, and ceiling tile.
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膨胀珍珠岩对水泥砂浆物理力学性能的影响
本文研究了以膨胀珍珠岩为填料的水泥砂浆的物理力学性能。观察了珍珠岩替代含量和压成型力对堆积密度、吸水率和抗弯强度的影响。在砂浆混合物中,用珍珠岩代替砂的含量,重量为0 ~ 15%。试件在单轴力20 ~ 40 kN的作用下受压,然后在潮湿条件下脱模固化28天。随着珍珠岩含量从0 wt%增加到15 wt%,堆积密度从2118 kg/m3下降到1586 kg/m3,吸水率从7.4%增加到18.7%。所有复合材料的导热系数均在0.10 ~ 0.27 W/m k之间,不含珍珠岩的试样的抗弯强度在10.7 ~ 14.2 MPa之间,含珍珠岩的试样的抗弯强度在7.8 ~ 12.5 MPa之间。含膨胀珍珠岩10 wt%的水泥砂浆复合材料,在40 kN下成型,抗折强度最高,为12.50±1.36 MPa,容重和吸水率分别为1773 kg/m3和1.40%。本研究结果可作为轻质屋面瓦、轻质砖、吊顶瓦等建筑材料进一步开发的指导方针。
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