卡式连接的带光伏板剪力墙拟静力与发电性能试验研究

Low Cyclic Loading and Power Generation Performance Study on PV-shear Wall Integrated System by a Plug-in Connector

通过实例介绍了光伏与建筑立面一体化的发展现状,并指出光伏组件和高层建筑立面的结合缺乏专门抗震安全性研究。因此,设计了一种具备一定侧向活动力空间和施工便捷性的卡式连接。随后通过低周反复试验验证了光伏组件与剪力墙的位移协调性并监测了光伏组件发电性能变化。试验得出3个结论:1卡式连接的光伏板和剪力墙的变形能够保持协调;2整个试验过程,光伏板发电性能稳定;3鉴于"冗余"的变形能力和倾斜的螺杆,开发更加优化的连接件很有必要。

The state-of-the-art of integration of high-rise building faqade with photovohaic model wasdiscussed in this paper, concluding that special seismic safety research lacks. Hence, a plug-in connectorwith deformation capacity and construction convenience was designed. Low cyclic loading tests were conductedto verify the displacement compatibility of the shear wall and the PV model. Also, the power generationperformance of the PV model was monitored during the whole test. Three main results was achieved （ 1 ） Theplug-in connector provides reliable drift capacity for the compatibility of the PV module to the shear wall duringthe whole cyclic test; （2） The power generation capacity is stable during the seismic simulation test; （3）Considering the redundant drift capacity and the slant bolt, more optimal connectors should be designed.