工程竹构件力学性能与建筑结构应用进展

Research progress on mechanical properties and structural applications of engineered bamboo components

  • 摘要: 随着“双碳”战略的持续推进,竹材作为绿色可再生生物质材料,在建筑领域的应用潜力日益凸显。然而,天然竹材存在力学性能离散性大、防火防腐性能较差、节点连接可靠性不足等固有缺陷,制约了其在现代建筑中的规模化应用。通过标准化加工工艺制成的工程竹材,有效克服了上述缺陷,其力学性能得到显著提升,例如主流竹集成材与竹重组材的抗弯强度可达77-157 MPa,抗弯弹性模量在8-16 GPa之间,满足现代建筑结构对材料的基本要求。本文系统综述了这两类工程竹材的力学性能及其本构关系,重点分析了工程竹材在梁、柱、楼板等基本构件中的力学行为与设计方法,并对螺栓连接、齿板连接及耗能节点等多种连接形式的性能与研究进展进行了总结归纳。文章进一步结合工程竹材在实际项目中的典型应用,剖析了工程竹结构体系的综合优势。研究表明,工程竹材不仅在力学上表现可靠,更具有突出的碳封存效益,每立方米工程竹材在其生命周期内可固定约1140 kgCO2e的生物碳,其碳储量约为生产排放的2.4倍,这一特性使其在实现建筑低碳转型中颇具竞争力。同时,本文也指出了工程竹材在耐久性、防火及标准体系等方面面临的挑战,以期为该材料的深入研究与工程应用提供有益参考。

     

    Abstract: With the continuous promotion of the "Dual Carbon" strategy, bamboo has gained increasing attention as a green and renewable material for structural applications. However, natural bamboo presents several limitations. These include highly variable mechanical properties, insufficient fire and decay resistance, as well as difficulties in reliable connections. Such drawbacks restrict its use in multi-story and high-rise building structures. Engineered bamboo, produced through standardized processing techniques, effectively overcomes the inherent defects of natural bamboo. Its mechanical properties are substantially enhanced and stabilized, with representative types such as laminated veneer bamboo and parallel strand bamboo achieving flexural strengths of 77–157 MPa and flexural moduli of elasticity of 8–16 GPa, thereby meeting the fundamental requirements for modern structural materials. This paper provides a systematic review of the mechanical properties and constitutive relationships of these two primary types of engineered bamboo. It comprehensively summarizes the mechanical behavior and design methodologies for basic structural elements, including beams, columns, and floor slabs, and further examines the performance and recent research progress on various connection forms such as bolted joints, metal-plate-connected joints, and energy-dissipation joints. Furthermore, by examining typical practical applications, the paper analyzes the comprehensive advantages of engineered bamboo structural systems. Research indicates that engineered bamboo is not only mechanically reliable but also possesses remarkable carbon sequestration benefits. Life cycle assessments show that per cubic meter of engineered bamboo can sequester approximately 1140 kgCO2e of biogenic carbon, with its carbon storage being about 2.4 times its production emissions. This characteristic renders it highly competitive in facilitating the low-carbon transition of the building industry. Concurrently, this review identifies challenges regarding durability, fire resistance, and standardization, aiming to provide valuable insights for future research and engineering application of this material.

     

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