Thermal, Strength and Leachability Characteristics of Cellulose Fibre Reinforced Lime-Soil Brick

Article Preview

Abstract:

This research studies on the possibility of producing a more sustainable lightweight brick. Natural cellulose fibre produced from leaf and wood aggregates, lime and soil from local area of Thailand were added into the brick with minimizing Portland cement content. Effects of varied amount of cellulose fibre contents typically (10, 15, 20, 25, 30, 35, 40, 45, 50, 55 and 60 %) on mechanical and thermal properties of bricks are studied. Mechanical performances have been investigated with compressive, flexural strength and thermal conductivity of the samples. Also, the Leachate Extraction Procedure is observed. Results showed that adding more cellulose fibre contents can reduce the thermal conductivity, density including the compressive and flexural strength of the brick. On the other hand, the water absorption increases. It is also shown that the composite bricks can add fibre contents up to 55% by weight that can be used as non-load bearing concrete masonry units considered by the compressive strength. By conclusion, this application may be an interesting solution in order to improve sustainability and energy efficiency of the low cost house in local area of Thailand.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

386-395

Citation:

Online since:

August 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] H. Binici, O. Aksogan, M.N. Bodur, E. Akca, S. Kapur, Thermal isolation and mechanical properties of fibre reinforced mud bricks as wall materials, Construction and Building Materials, 21 (2007) 901-906.

DOI: 10.1016/j.conbuildmat.2005.11.004

Google Scholar

[2] H. Binici, O. Aksogan, T. Shah, Investigation of fibre reinforced mud brick as a building material, Construction and Building Materials, 19 (2005) 313-318.

DOI: 10.1016/j.conbuildmat.2004.07.013

Google Scholar

[3] I. Demir, An investigation on the production of construction brick with processed waste tea, Building and Environment, 41 (2006) 1274-1278.

DOI: 10.1016/j.buildenv.2005.05.004

Google Scholar

[4] J. Khedari, B. Suttisonk, N. Pratinthong, J. Hirunlabh, New lightweight composite construction materials with low thermal conductivity, Cement and Concrete Composites, 23 (2001) 65-70.

DOI: 10.1016/s0958-9465(00)00072-x

Google Scholar

[5] J. Khedari, P. Watsanasathaporn, J. Hirunlabh, Development of fibre-based soil–cement block with low thermal conductivity, Cement and Concrete Composites, 27 (2005) 111-116.

DOI: 10.1016/j.cemconcomp.2004.02.042

Google Scholar

[6] M.A. Rahman, Properties of clay-sand-rice husk ash mixed bricks, International Journal of Cement Composites and Lightweight Concrete, 9 (1987) 105-108.

DOI: 10.1016/0262-5075(87)90026-1

Google Scholar

[7] W. Namboonruang, R. Rawangkul, W. Yodsudjai, N. Suphadon, A Perspective on Properties of Low Thermal Lime - Hull Ash Adobe, Advanced science letters, 14 (2012) 336-339.

DOI: 10.1166/asl.2012.4103

Google Scholar

[8] ASTM, Standard C140, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units, in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

DOI: 10.1520/c0140_c0140m-14

Google Scholar

[9] ASTM, Standard C67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile, in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

Google Scholar

[10] ASTM, Standard C293, Standard Test Methods for Flexural Strength of Concrete(Using Simple Beam with Center-Point Loading), in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

Google Scholar

[11] ASTM, Standard C117, Standard Test Methods for Steady State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded Hot-Plate Apparatus, in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

DOI: 10.1520/c0177-13

Google Scholar

[12] ASTM, Standard C90, Standard Specification for Loadbearing Concrete Masonry Units, in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

Google Scholar

[13] ASTM, Standard C129, Standard Specification for Nonloadbearing Concrete Masonry Units, in, American Standard Testing and Materials (ASTM), West Conshohocken, PA, USA, (1996).

Google Scholar

[14] USEPA, Toxicity characteristics leaching procedure (TCLP), Method 1311, Cincinnati, (1982).

Google Scholar