摘要
对带有不同支撑形式、采用不同墙板材料的组合墙体的抗侧性能进行研究,即采用1∶2单片墙体建立6个具有不同支撑形式的轻钢龙骨墙体模型,分别对其抗侧性能进行试验研究。结果表明:在这3种不同结构形式的模型中,轻钢龙骨带角支撑结构体系的抗侧力最高,轻钢龙骨骨架结构体系的抗侧力最低,轻钢龙骨带斜支撑结构体系位于两者之间;钢丝网对带支撑的轻钢龙骨墙体的抗侧力有一定的作用;对同一种支撑形式的轻钢龙骨墙体,涂抹水泥砂浆的组合墙体抗侧力明显高于覆OSB板的组合墙体。
This research focuses on lateral resistant performance of composite walls with different structural forms and different wallboard materials. The article conducts the experimental research on the lateral resistant performances of six 1/2 monolithic light-gauge composite wall models with different bracing forms.The results show that with regard to the lateral resistance among these three different types of structural models,the light-gauge steel corner-bracing system is the highest,the light-gauge steel frame system the lowest and the light-gauge steel diagonal bracing system in between.The steel net contributes to improvement of lateral resistant performance of light-gauge steel walls with bracing;for the same kind of light-gauge steel walls with bracing,lateral resistance of the composite wall with cement mortar is dramatically higher than that of OSB panel.
出处
《浙江科技学院学报》
CAS
2017年第3期219-224,共6页
Journal of Zhejiang University of Science and Technology
基金
浙江科技学院建筑工程学院与福建荣盛钢结构实业有限公司合作项目(20130115)
关键词
带支撑的轻钢龙骨墙体
角支撑体系
斜支撑体系
抗侧性能
light-gauge steel wall with bracing
corner-bracing system
diagonal bracing system
lateral resistant performance
