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可持续发展已经成为了当今国际社会共同关注的焦点,竹材以其资源丰富、可塑性强、无污染、重量轻、韧性好、生长速度快等优点,在实际的建筑工程中被广泛应用,然而在许多传统的连接方式中,如捆绑和钉孔等结合方式,它们则会出现结构整体效率低的劣势,而且在这些结合方式中其抗扭性能也会显得比较微弱,因此在传统结合方式中,竹材之间的连接点首先被破坏,从而导致整个结构受力性能降低。主要针对竹结构螺栓连接原理进行分析,为以后的结点研究提供指导意见。
Sustainable development has become the focus of common concern in today’s world. Bamboo is widely used in practical construction due to its rich resources, strong plasticity, no pollution, light weight, good toughness and fast growth. However, Many traditional connection methods, such as binding and nail holes and other combinations, they will appear the overall structure of the low efficiency of the disadvantage, but also in these combinations of its torsional performance will be relatively weak, so in the traditional combination, The connection point between the bamboo is first destroyed, resulting in reduced stress performance of the entire structure. Mainly for bamboo structure bolting principle analysis for the study of the future to provide guidance.