Open Access Open Access  Restricted Access Subscription Access

CABKOMA STRAND ROD

Anagha K A, Jikhil Joseph

Abstract


The Cabkoma Strand Rod is a cutting-edge architectural reinforcement material developed to enhance structural safety while maintaining aesthetic appeal. Composed of carbon fiber, thermoplastic resin, and an outer glass fiber layer, this lightweight yet extremely strong composite offers exceptional tensile strength, flexibility, and corrosion resistance. It has been utilized in seismic retrofitting projects, most notably in Kengo Kuma’s Komatsu Seiren Headquarters, where it served both functional and decorative purposes. Compared to conventional steel reinforcements, Cabkoma significantly reduces structural load and environmental impact due to its low carbon footprint and high durability. Its ease of installation, adaptability, and sustainable production process make it a promising solution for earthquake-resistant and eco-friendly building design. This report explores its composition, properties, applications, environmental benefits, and future potential in modern construction.


Full Text:

PDF

References


Eshelman, L. D. P. (2019). “Strand rods and high-performance fiber-reinforced cementitious composites: Alternative options for seismic retrofit of existing structures” (Master’s report). Kansas State University, Carl R. Ice College of Engineering. Available: https://core.ac.uk/display/239040111

Naito, K., & Nagai, C. (2022). “Effects of temperature and water absorption on the interfacial mechanical properties of carbon/glass-reinforced thermoplastic epoxy hybrid composite rods”.Composite Structures, 282, 115103. https://doi.org/10.1016/j.compstruct.2021.115103

Naito, K., & Oguma, H. (2017). “Tensile properties of novel carbon/glass hybrid thermoplastic composite rods”. Composite Structures, 161, 25–31.

Naito, K., & Oguma, H. (2017). “Tensile properties of novel carbon/glass hybrid thermoplastic composite rods under static and fatigue loading”. Reviews on Advanced Materials Science, 22(2), e-11843.


Refbacks

  • There are currently no refbacks.