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北京市紫竹院公园竹结构茶楼结构设计
引用本文:陈国,肖岩. 北京市紫竹院公园竹结构茶楼结构设计[J]. 四川建筑科学研究, 2013, 0(5): 1-6
作者姓名:陈国  肖岩
作者单位:[1]南京林业大学土木工程学院,江苏南京210037 [2]湖南大学现代竹木及组合结构研究所,湖南长沙410082 [3]南加州大学土木系,美国洛杉矶CA90089-25311
基金项目:国家自然科学基金项目(50938002/E080504);江苏省高校自然科学研究面上资助项目(13KJB560008);江苏省博士后科研基金项目(1301017A)
摘    要:作为一种传统的建筑材料,竹材在我国有着非常广泛的用途。与其他结构体系相比,造价低廉、抗震性能优异、绿色环保的胶合竹结构房屋非常适合在地震区使用。但此种结构体系在我国属于一种新兴的结构形式,缺乏结构设计的规范和经验,这严重限制其在更大范围的推广应用。结合紫竹院公园竹结构茶楼工程项目,介绍了茶楼的施工概况、结构地震作用计算、抗侧力系统设计、连接计算及抗震构造措施等。本工程的设计方法可作为同类型结构设计的参考,最后给出相关建议和展望。

关 键 词:胶合竹  环境友好型  茶楼  结构设计  抗侧力系统  抗震构造措施

Structural design of bamboo frame tea house in Beijing Black Bamboo Park
CHEN Guo,XIAO Yan. Structural design of bamboo frame tea house in Beijing Black Bamboo Park[J]. Building Science Research of Sichuan, 2013, 0(5): 1-6
Authors:CHEN Guo  XIAO Yan
Affiliation:1. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China; 2. Institute of Modem Bamboo,Timber and Composite Structures( IBTCS), Hunan University,Changsha 410082, China; 3. Dept. of Civil and Environmental Engineering, University of South Califomia,CAg0089 -25311 ,USA)
Abstract:As a kind of traditional building material, bamboo has extensive application in China. Compared with other structural systems, the glued-bamboo structure has many virtues, such as low cost, seismic performance, environment friendly, so it is suitable in the seismic zone. A major impediment to the application for glue-bamboo structure in larger scale is the lack of a complete understanding of the behavior of light-frame wood structural systems,i, e. without design specification and experience. This paper presents the construction process, seismic calculations, lateral force resistance system, connection calculations and asiesmic construction measures. The procedures and the design concept provided in this paper can be used as reference for the structural design o f similar projects, and finally recommendations and prospects were given.
Keywords:glued-laminated bamboo  environment friendly  tea house  structural design  lateral resistance force system  aseismic construction measure
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