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首页> 外文期刊>Forest Products Journal >Strength of plywood joints with overdriven nails.
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Strength of plywood joints with overdriven nails.

机译:具有过大钉子的胶合板接头的强度。

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摘要

The strength of plywood joints with overdriven sheathing nails is discussed in this paper. Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four nail-drive depths were investigated using cooler nails: flush driven, 1/16 inch overdriven, 1/8 inch overdriven, and 3/16 inch overdriven. Only flush-driven common nails were investigated. The results indicate that the stiffness of plywood joints using cooler nails increases from 10 to 21 percent with an increase in nail-drive depth. However, the strength decreases 11 percent for a 3/16-inch overdriven depth. Moreover, with an increase in nail-drive depth, the displacement capacity decreases from 38 to 77 percent, and energy dissipation decreases from 16 to 74 percent. Plywood joints using flush-driven common nails have similar mechanical properties compared to plywood joints using flush-driven cooler nails, except joints using common nails have 36 percent less displacement capacity..
机译:本文讨论了带过驱动护套钉的胶合板接头的强度。使用相继相移(SPD)加载协议测试了使用8d普通或8d较冷的钉子将15/32英寸胶合板护套连接到2到4的木构件上的胶合板接头。使用较冷的钉子研究了四种钉子驱动深度:齐平驱动,1/16英寸超驱动,1/8英寸超驱动和3/16英寸超驱动。仅对平头驱动的普通指甲进行了研究。结果表明,随着钉子驱动深度的增加,使用较凉的钉子的胶合板接头的刚度从10%增至21%。但是,对于3/16英寸过驱动深度,强度降低11%。而且,随着钉子驱动深度的增加,位移能力从38%降低到77%,能量耗散从16%降低到74%。与使用平头驱动的冷却钉的胶合板接头相比,使用平头驱动的普通钉的胶合板接头具有相似的机械性能,但使用普通钉子的接头的位移能力降低了36%。

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