Adherence in the reinforced concrete with bamboo

Authors

  • Wilder Roger Vargas Vásquez Investigador independiente, Lima, Perú.
  • Alfonso Cerna Vásquez Facultad de Ingeniería Agrícola, Universidad Nacional Agraria La Molina, 15024, Lima, Perú
  • Johana Nayeli Cuéllar Cajahuaringa Facultad de Ingeniería Agrícola, Universidad Nacional Agraria La Molina, 15024, Lima, Perú

DOI:

https://doi.org/10.21704/ac.v81i2.1666

Keywords:

Bamboo, bamboo splint, concrete, bamboo reinforced concrete, bond strength, tensile strength

Abstract

The world, research on the use of bamboo as a concrete reinforcement has achieved an improvement in reducing water absorption. However, no better adherence has been achieved between these elements. Therefore, the objective of this research was to propose other alternative treatments to the bamboo surface to improve adhesion efforts with concrete. Initially, physical and mechanical tests were carried out to determine the characteristics of the bamboo used. Subsequently, adherence tests were continued, for which specimens were made (4 “x8” concrete specimens embedded in their interior and at different depths bamboo slats waterproofed with RC-250 liquid asphalt). The slats were smooth and ribbed with a medium sand attachment. Then the bond strength values were determined. Finally, bamboo-reinforced beams were made which were subjected to bending tests. The results showed a better performance of the ribbed and waterproofed slats with asphalt and medium sand additive. A bond strength of 6,7 kg / cm2 was achieved on the bamboo reinforced beams. This presents an increase of the order of 2,5 times the tensile strength compared to a beam without reinforcement.

Downloads

Download data is not yet available.

References

• Atauje, M. (1986). Adherencia Bambú-Concreto (Tesis de pregrado). Pontificia Universidad Católica del Perú: Lima, Perú.

• Capera, A., & Erazo, W. (2012). Resistencia a la compresión paralela a la fibra y determinación del módulo de elasticidad de la Guadua angustifolia de Municipio de Pitalito-Huila (tesis de pregrado). Universidad Surcolombiana: Neiva, Colombia.

• Dan, G., Zexiang, Li., Tao, Z., Xuhong, Z., & Kwok-fai, C. (2020). Axial compressive behaviour of circular concrete-filled steel tubular stub columns with an inner bamboo culm. Estructuras, 26: 156-168.

• Gonzales, L. (2001). Uso del bambu en el concreto armado. Palmira, Colombia: Feriva.

• Gutierrez, M., & Takeuchi, C. (2014). Efecto del contenido de humedad en la resistencia a tensión paralela del bambú Guadua angustifolia Kunth. Scientia et Technica, 19(3): 245-250. doi:https://doi.org/10.22517/23447214.9117

• Ikponmwosa, E., Fapohunda, C., Kolajo, O., & Eyo, O. (2015). Structural behaviour of bambooreinforced foamed concrete slab containing polyvinyl wastes (PW) as partial replacement of fine aggregate. Journal of King Saud University – Engineering Sciences, 29: 348-355.

• Kathiravan, N., Manojkumar, R., Jayakumar, P., Kumaraguru, J., & Jayanthi, V. (2020). State of art of review on bamboo reinforced concrete. Materials today proceedings, s.p.

• Ministerio de Vivienda, Construcción y Saneamiento [MVCS]. (2012). Norma Técnica E.100. Lima, Perú.

• Pankaj, R., & Debarati. (2020). Experimental evaluation of bamboo reinforced concrete beams. Journal of Building Engineering, 28: 101071.

• Sajjad, Q., Assif, H., Rayed, A., Fahid, A., & Hisham, A. (2020). Flexural strength improvement in bamboo reinforced concrete beams subjected to pure bending. Journal of Building Engineering, 31: 101289.

Downloads

Published

2020-12-30

Issue

Section

Original articles/ Agricultural and Biological Sciences

How to Cite

Vargas Vásquez, W. R., Cerna Vásquez, A., & Cuéllar Cajahuaringa, J. N. (2020). Adherence in the reinforced concrete with bamboo. Anales Científicos, 81(2), 365-375. https://doi.org/10.21704/ac.v81i2.1666