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Flexural Properties of Structural Bamboo/Wood Box Beams

机译:结构竹木箱形梁的抗弯性能

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Laminated Moso bamboo members were developed and used as flanges and Japanese cedar lumbers were used as web members to investigate the flexural performance of bamboo/wood box beams in this study. The results showed that the maximum loading capacities of beams fabricated with either horizontally or vertically laminated bamboo flanges were higher than that of beams with solid wood flanges. Box beams reinforced with either 10d box nails or wood screws between the interface of bamboo flange and solid wood web had higher maximum loading capacities than that of solid wood box beams. Based on the design deflection limitation, box beams fabricated with laminated bamboo flanges can provide equivalent distributed loads between 1.85 and 2.09 KN/m, which are 30.9 to 47.5% higher than that of solid beams.
机译:研究了叠层的Moso竹制构件并将其用作凸缘,并使用日本雪松木材作为腹板构件来研究竹/木箱形梁的抗弯性能。结果表明,水平或垂直层压的竹法兰制造的梁的最大承载能力均高于实木法兰制造的梁。在竹制法兰与实木腹板之间的界面上,用10d箱钉或木螺钉加固的箱形梁的最大承载能力高于实木箱形梁。根据设计挠度限制,用层压竹制法兰制成的箱形梁可以提供的等效分布载荷在1.85至2.09 KN / m之间,比实心梁高30.9%至47.5%。

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