木桁架搁栅楼盖振动性能研究

Study on Vibration Performance of Engineered Wood Truss Joist Floors

为了深刻理解木桁架搁栅楼盖振动性能与居住者感受之间的关系,对木桁架搁栅楼盖振动性能进行了试验研究和主观评价。研究发现木桁架搁栅楼盖的基本自振频率、静态挠度和振动加速度等指标与居住者的感受有密切关系;通过在木桁架搁栅楼盖中增加横撑和板条撑等加强附件能显著改善了其振动性能;建议木楼盖减振设计体系中将静态挠度和基本自振频率作为设计指标,而评价体系中除静态挠度和基本自振频率外增加峰值加速度这一评价指标。

In recent years wood trusses are widely used in buildings due to their excellent performance and ease of construction. As with solid lumber joists, however, the vibration of wood truss joist floors can cause occupants to feel discomfort. To understand the relationship between the vibration performance of wood truss joist floors and the perceptions of occupants, experimental and subjective evaluations were conducted on six truss joist floors. The results show there is close relationship between perceptions of occupants and the fundamental natural frequency, static deflection and vibration acceleration of truss joist floors. The installation of bracings and straps greatly improved the vibration performance of light truss joist floors. We suggest that two or more factors should be included in the design criteria for controlling wood floor vibration, such as static deflection and fundamental natural frequency. Peak acceleration can be adopted as a factor in the evaluation system of vibration performance of wood truss joist floors.