Study on Bonding Capacity of Modified Glued Structural Lumber for Bridge Deck Based on China Southern Plantation

Jing Hao Li; Xian Yan Zhou; Zhong Feng Zhang; Zhi Feng Wang; Wan Xi Peng

doi:10.4028/www.scientific.net/AMM.55-57.142

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 55-57Study on Bonding Capacity of Modified Glued...

Study on Bonding Capacity of Modified Glued Structural Lumber for Bridge Deck Based on China Southern Plantation

Abstract:

In order to select the optimal modification method of fire-retardant preservative formulationtion ratio for glued structural lumber of wood-based bridge deck by analysing the bonding strength of experimental samples. Through range analysis, the experiment results showed that: the mode of the best fire-retardant preservative formulationtion ratio was 45ml/(40cm×40cm) preservative, 1g/(40cm×40cm) flame retardant and 18h soaking time of adhesion. And the glued structural lumber had enough bonding strength under high flame-retardant properties, which was fit to make glued structural lumber for wood bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 55-57)

Pages:

142-146

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.55-57.142

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Online since:

May 2011

Authors:

Jing Hao Li, Xian Yan Zhou, Zhong Feng Zhang, Zhi Feng Wang, Wan Xi Peng

Keywords:

Bonding Capacity, China Southern Plantation, Structural Lumber, Wood Bridge

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References

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