Abstract
Objective: This paper proposes the study of the influence of laying joints on the mechanical behavior of masonry prisms made with ecological bricks.
Method: To this end, an experimental program was developed including prisms constructed with different types of joints: laying mortar, adhesive mortar and PVA glue (polyvinyl acetate).
Results and Discussion: The adhesive mortar and the conventional mortar were characterized in terms of their compressive strength, obtaining a resistance approximately 1.36 times the compressive strength of the brick (6.92±0.51 MPa), while the settlement was close (0.99%). The average compressive strengths of the prisms were very different, demonstrating that the laying joint has a significant influence on cement-based masonry. It was found that the use of adhesive mortar made it possible to increase the resistance capacity of the prisms to compression by 75%, when compared to prisms made with joints that used PVA glue. However, the laying mortar showed a similar result, at 53%. The rupture mode observed in the prisms made with sticky and conventional mortar was due to traction cracking in the brick units.
Research Implications: In this study, it can be concluded that when using ecological bricks with different types of joints, the thickness and type of mortar can have a significant influence on the final strength of the materials, however thin joints tend to maximize the effects defects and reduce the resistant capacity of these masonries.
Publisher
RGSA- Revista de Gestao Social e Ambiental
Reference23 articles.
1. Abdelrahman, B. Galal, K. (2020). Influence of pre-wetting, non-shrink grout, and scaling on the compressive strength of grouted concrete masonry prisms. Construction and Building Materials, 25(241), 12-26.
2. American Society for Testing Materials. ASTM C1314-22 - Standard Test Method for Compressive Strength os Mansory Prisms, In: Annual Book od ASTM Standards, 2022.
3. Associação Brasileira de Normas Técnicas. ABNT NBR 13279 - Argamassa para assentamento e revestimento de paredes e tetos - Determinação da resistência à tração na flexão e à compressão. Rio de Janeiro, 2005d.
4. Associação Brasileira de Normas Técnicas. ABNT NBR 16868-1 - Alvenaria estrutural - Parte 1 - Projeto. Rio de Janeiro, 2020.
5. Associação Brasileira de Normas Técnicas. NBR 16868-3 - Alvenaria estrutural - Parte 3 - Métodos de ensaio. Rio de Janeiro, 2020.