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Monday 18 July 2016

Shear properties of metal-free wooden load-bearing walls using plywood jointed with a combination of adhesive tape and wood dowels

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Title 

Shear properties of metal-free wooden load-bearing walls using plywood jointed with a combination of adhesive tape and wood dowels

  • Author 
  • Satoshi Fukuta 
  • Keita Ogawa
  • Masaki Nomura
  • Mariko Yamasaki
  • Yasutoshi Sasaki

  • Abstract 
  • In this study, the potential of wood-only (metal-free) load-bearing walls was proposed and tested based on the idea of using the same type of material throughout wherever possible while improving basic properties such as strength, sound insulation, and heat insulation. Specifically, a technique was tested of combining pressure sensitive adhesive tape and wood dowels in place of nails for load-bearing structures with panel reinforcement represented by wood-frame construction. For this paper, its strength was evaluated by conducting in-plane shear tests, which revealed that the initial rigidity and maximum load of the proposed test specimens were greater than that of specimens using nails for jointing. However, the shear load factor, which is calculated based on some strength parameters and which forms the foundation of housing strength design, was slightly lower than that of the nail-jointed specimen. This was because there was a large decline in post-collapse resistance and a lower calculated absorbed energy caused by brittleness. The early detachment of panels was also revealed as a problem in the tests.

References

  1. Fukuta S, Nomura M, Nishizawa M, Yamasaki M, Sasaki Y (2013) Composition of wooden joint by double-faced tape and wood dowel. Wood Ind 68(2):55–59 (In Japanese)
  2. Fukuta S, Ogawa K, Nomura M, Yamasaki M, Sasaki Y (2016) Sound insulation of walls using wood insulation mat and plywood jointed with a combination of adhesive tape and wood dowels. Eur J Wood Wood Prod. doi:10.​1007/​s00107-016-1085-3
  3. Kamiya F, Sugimoto K, Mii N, Hirata T, Iki T, Kajikawa H (2001) Effect of wall length, wall height and opening area on the racking resistance of plywood glued sheathed walls. In: Summaries of Technical Papers of the Annual Meeting of the Architectural Institute of Japan. Tokyo, Japan, pp 387–388 (In Japanese)
  4. Kanyama T, Imanishi T, Sugimoto T (2010) Test and evaluation of shear properties of wood framed wall and panel. GBRC 35(3):24–34 (In Japanese)
  5. Sasaki Y, Hirashima Y, Iriyama T, Satoh M (1999) Shear properties of conventional wooden shear walls sheathed with holed plywood. Mokuzai Gakkaishi 45(6):491–498 (In Japanese)
  6. Sekino N, Higashino T, Sawabe O, Yamauchi H (2003) Shear properties of wood-frame wall panels designed for easy demolition and recycling. Mokuzai Gakkaishi 49(1):31–39 (In Japanese)
  7. Tonegawa J, Tanabe Y, Mituji K, Maeda M, Sato T (2006) Experimental study on vibration control system for wooden houses using viscoelastic tape. In: Proceedings of the 12th Japan Earthquake Engineering Symposium. Tokyo, Japan, pp 974–977 (In Japanese)


For further details log on website :
http://link.springer.com/article/10.1007/s00107-016-1084-4

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