摘要
针对中国人民大学教学科研楼的主体结构中核心筒剪力墙暗柱与钢骨框架柱之间设置复杂的多角度钢骨斜梁拉结的设计特点,通过应用BIM技术从型钢结构深化、加工和安装一体化,多角度钢骨斜梁、钢筋和模板深化设计,钢筋与型钢梁柱节点深化及复杂型钢框架柱混凝土施工分析,解决了复杂型钢混凝土在施工过程中质量控制的技术难题。
In view of the design characteristics of the complex multi angle steel inclined beam tie between the concealed column of the core tube shear wall and the steel frame column in the main structure of the teaching and research building of Renmin University of China,through the application of BIM technology,from the deepening,processing and installation integration of the steel structure,the deepening design of the multi angle steel inclined beam,reinforcement and formwork,the deepening of the joint between the reinforcement and the steel beam column,and the concrete construction analysis of the complex steel frame column,the technical problems of quality control in the construction of complex steel reinforced concrete are solved.
作者
丁传奇
屈超
李华
曹永祯
Ding Chuanqi;Qu Chao;Li Hua;Cao Yongzhen(Beijing Construction Engineering Group Co.,Ltd.,Beijing 100055,China)
出处
《山西建筑》
2022年第21期104-106,109,共4页
Shanxi Architecture
基金
北京市建筑业新技术应用示范工程课题攻关项目(编号:BJSF21-02-182)。
关键词
BIM技术
钢骨斜梁
型钢混凝土柱
复杂节点
BIM technology
steel inclined beam
steel reinforced concrete column
complex node
