Quality Assessment of Hollow Sandcrete Blocks in Minna, Nigeria
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32799
Quality Assessment of Hollow Sandcrete Blocks in Minna, Nigeria

Authors: M. Abdullahi, S. Sadiku, Bashar S. Mohammed, J. I. Aguwa

Abstract:

The properties of hollow sandcrete blocks produced in Minna, Nigeria are presented. Sandcrete block is made of cement, water and sand binded together in certain mix proportions. For the purpose of this work, fifty (50) commercial sandcrete block industries were visited in Minna, Nigeria to obtain block samples and aggregates used for the manufacture, and to take inventory of the mix composition and the production process. Sieve analysis tests were conduction on the soil sample from various block industries to ascertain their quality to be used for block making. The mix ratios were also investigated. Five (5) nine inches (9’’ or 225mm) blocks were obtained from each block industry and tested for dimensional compliance and compressive strength. The results of the soil test shows that the grading fall within the limit for natural aggregate and can easily are used to obtain workable mix. Physical examinations of the block sizes show slight deviation from the standard requirement in NIS 87:2000. Compressive strength of hollow sandcrete blocks in range of 0.12 N/mm2 to 0.54 N/mm2 was obtained which is below the recommendable value of 3.45 N/mm2 for load bearing hollow sandcrete blocks. This indicates that these blocks are below the standard for load-bearing sandcrete blocks and cannot be used as load bearing walling units. The mix composition also indicated low cement content resulting in low compressive strength. Most of the commercial block industries visited does not take curing very serious. Water were only sprinkled ones or twice before the blocks were stacked and made readily available for sale. It is recommended that a mix ratio of 1:4 to 1:6 should be used for the production of sandcrete blocks and proper curing practice should be adhered. Blocks should also be cured for 14 days before making them available for consumers.

Keywords: Compressive strength, dimensions, mix proportions, sandcrete blocks.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1108787

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1931

References:


[1] M. Abdullahi, “Compressive Strength of Sancrete Blocks in Bosso and Dutsen Kura Area of Minna, Nigeria,” AU Journal of Technology, vol. 9, pp. 126-132, October 2005.
[2] E. B. Oyetola, and M. Abdullahi. “The Use of Rice Husk Ash in Low- Cost Sandcrete Block Production,” Leonardo Electronic Journal of practices and Technologies, vol.8, pp. 58-70, August 2006.
[3] G.L. Oyekan, and O. M. Kamiyo, “Effect of Nigerian Rice Husk Ash on Some Engineering Properties of Sandcrete Blocks and Concrete,” Research Journal of Applied Sciences, vol 3, pp. 345-351, 2008.
[4] Nigerian Industrial Standard NIS 87: 2000. Standard for Sandcrete Blocks. Standard Organization of Nigeria. Lagos, 2000.
[5] British Standards Institutions. BS 882: Specification for Aggregate from Natural Sources for Concrete: British Standards Institutions, London, England, 1992.
[6] M. Abdullahi, “Properties of Some Natural Fine Aggregates in Minna and Environs,” Leonardo Journal of Science, Romania, Issue 8, pp 1 – 6, 2006.
[7] G. D. Taylor, Materials in Construction: An Introduction, 3rd ed., Singapore: Pearson Education, 2000.
[8] B. K. Baiden, and M. M. Tuuli, “Impact of Quality Control Practices in Sandcrete Block Production,” Journal of Architectural Engineering, vol. 10, issue 2, pp. 53-600, 2004.
[9] British Standards Institution. BS 3148: Methods of Test for Water for Making Concrete. British Standards Institutions, London. 1980.