新型钢木结合冷弯薄壁型钢组合墙体研究  

Study on a new type of steel wood combined with cold bending thin wall steel composite wall

作　　者：李会红[1] 白润山[1] 王雪峰[1] 王雪青[1] 徐佳[1] Li Huihong;Bai Runshan;Wang Xuefeng;Wang Xueqing;Xu Jia(Hebei Building Engineering College,Zhangjiakou 075000,China)

机构地区：[1]河北建筑工程学院,河北张家口075000

出　　处：《山西建筑》2018年第8期35-37,共3页Shanxi Architecture

摘　　要：主要研究一种新型冷弯薄壁型钢与木相结合的组合承重墙体,该墙体是在C型钢立柱和无比钢立柱组合墙体基础上的创新和改进,其目的是充分利用钢木组合结构的优势,在保证组合墙体抗剪承载力和稳定性的基础上改善墙体的热工性能,充分利用钢木组合结构的优势,并采用ANSYS软件进行分析计算,验证该新型墙体设计的合理性。This paper mainly studies a n e w type of cold-formed thin-wall steel and wood composite bearing wall,the wall is in C steel columns and steel column on the basis of composite wall innovation and improvement,the goal is to make full use of the advantages of steel composite structure in the composite wall shear bearing capacity and stability on the basis of improving calorific performance of wall,make full use of the advantages of steel composite structure,this paper uses the A N S Y S software analysis,validate the rationality of the design of the new wall.

关 键 词：钢木组合 抗剪承载力 有限元分析 

分 类 号：TU391[建筑科学—结构工程]