钢-竹组合结构体系设计方法  

Design Method of Steel-bamboo Composite Structure System

作　　者：单炜[1] 李玉顺[2] 蒋天元[2] 

机构地区：[1]东北林业大学土木工程学院,黑龙江哈尔滨150040 [2]宁波大学土木工程系,浙江宁波315211

出　　处：《建筑科学与工程学报》2012年第1期15-20,共6页Journal of Architecture and Civil Engineering

基　　金：国家自然科学基金项目(50878106);浙江省新苗人才计划项目(011-A00163104200);宁波市科技计划项目(2010C50020)

摘　　要：为了充分利用中国的竹资源优势,促进绿色建筑结构体系的建立和推广,提出了一种全新的轻型、低排、节能建筑组合结构体系——钢-竹组合结构体系,包括压型钢板-竹胶板组合墙承重的箱式结构受力体系和钢-竹组合梁柱结构构件受力体系;给出了钢-竹组合结构体系各个构件的制作方法和截面构造要求,指出了在钢-竹组合结构体系设计时应注意的各构件连接部位的构造要求及其现场施工安装方法。所得结论可为钢-竹组合结构体系在设计和安装过程中提供技术借鉴和参考。In order to make good use of bamboo resource in China and to promote the establishment and promotion of green building structure systems,which was light,low row and energy saving,authors presented two kinds of structure forms for the systems： the profiled steel sheet-bamboo plywood composite walls bearing box structure system and the steel-bamboo composite beam-column bearing frame structure system.Meanwhile,the production method and section form requirements of various components for steel-bamboo composite structure system were presented,and the design methods of joints and installation methods of steel-bamboo composite structure system were pointed out.The conclusions can provide technical references in the process of design and installation of steel-bamboo composite structure system.

关 键 词：钢-竹组合结构 组合墙 压型钢板 竹胶板 承载力 

分 类 号：TU398.6[建筑科学—结构工程]