胶合木框架结构办公楼设计研究  

STUDY ON DESIGN OF A GLUED WOOD FRAME STRUCTURE OFFICE BUILDING

作　　者：付素娟 李尚飞 赵士永 FU Su-juan;LI Shang-fei;ZHAO Shi-yong(Hebei Academy of Building Research Co.,Ltd.,050021,Shijiazhuang,China;Hebei Building Research Technology Co.,Ltd.,050021,Shijiazhuang,China)

机构地区：[1]河北省建筑科学研究院有限公司,石家庄050021 [2]河北建研科技有限公司,石家庄050021

出　　处：《建筑技术》2020年第3期303-306,共4页Architecture Technology

摘　　要：以河北省某科技研发中心胶合木框架结构办公楼为研究对象,采用梁柱半刚性连接的胶合木框架结构及多向连接节点的设计方法,基于结构连接的不同柔度系数,采用有限元软件对大跨度胶合木框架进行数值分析,将数值结果与规范值进行对比,得出胶合木框架的计算应考虑梁柱半刚性连接的结论,构件连接的柔度系数宜控制在(0.410, 0.820)区间内。The glued timber frame office building was the research object in the paper. The office building is located in science and technology research and development center of Hebei province. The design of the office building was considered, involving the design of beam-column semi-rigid connection and multi-way connection nodes. And the numerical analysis of the building is based on different compliance coefficients of structural connections. The numerical analysis was done by finite element software. The numerical results were compared with the canonical values. The beam-column semirigid connection should be taken into account during calculation of glued wood frame. The flexibility coefficient of component connection should be controlled within the range of(0.410, 0.820).

关 键 词：胶合木框架 半刚性连接 多向连接件 数值分析 

分 类 号：TU366[建筑科学—结构工程]